,EPID,ELID,LOADID,DOI,title,year,journal,country,institution,laboratory,authors,Ltot,Lspan,Lcons,Lmeas,h,b,hc,thc,RH,Temp,pd,fcm,catfcm,tfcm,fctm,catfctm,tfctm,Ecm,catEcm,tEcm,mix,Es,fsr,fy,phi,zs,nbl,clat,phit,st,phiw,sw,type,method,fpk,fp01k,Ep,rel,fpr,npl,phip,Ap,zp,cplat,catf,epsin,catcal,selfw,typew,locw,epsc,Nrep,N,M,sigs,t0,t,PL,catp,t0p,tp,value,valcat
0,1,2-16R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,254.6,14,1,0,0,0,0,0.038,2
1,1,2-16R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,335.4,14,1,0,0,0,0,0.093,2
2,1,2-16R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,388.2,14,1,0,0,0,0,0.138,2
3,1,2-16R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,443,14,1,0,0,0,0,0.168,2
4,1,2-16R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,576.1,14,1,0,0,0,0,0.248,2
5,1,2-16R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,254.6,14,1,0,0,0,0,0.024,2
6,1,2-16R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,335.4,14,1,0,0,0,0,0.065,2
7,1,2-16R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,388.2,14,1,0,0,0,0,0.101,2
8,1,2-16R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,443,14,1,0,0,0,0,0.118,2
9,1,2-16R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,576.1,14,1,0,0,0,0,0.186,2
10,1,2-16R,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,720.7,14,1,0,0,0,0,0.244,2
11,1,2-16R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,254.6,14,1,0,0,0,0,0.063,4
12,1,2-16R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,335.4,14,1,0,0,0,0,0.154,4
13,1,2-16R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,388.2,14,1,0,0,0,0,0.231,4
14,1,2-16R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,443,14,1,0,0,0,0,0.307,4
15,1,2-16R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,576.1,14,1,0,0,0,0,0.487,4
16,1,2-16R,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,720.7,14,1,0,0,0,0,0.713,4
17,1,2-16R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,254.6,14,1,0,0,0,0,0.026,4
18,1,2-16R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,335.4,14,1,0,0,0,0,0.113,4
19,1,2-16R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,388.2,14,1,0,0,0,0,0.155,4
20,1,2-16R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,443,14,1,0,0,0,0,0.177,4
21,1,2-16R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,576.1,14,1,0,0,0,0,0.297,4
22,1,2-16R,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,720.7,14,1,0,0,0,0,0.535,4
23,1,2-16T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,348.1,14,1,0,0,0,0,0.052,2
24,1,2-16T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,408.3,14,1,0,0,0,0,0.103,2
25,1,2-16T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,488.3,14,1,0,0,0,0,0.165,2
26,1,2-16T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,556.3,14,1,0,0,0,0,0.207,2
27,1,2-16T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,610,14,1,0,0,0,0,0.256,2
28,1,2-16T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,669.7,14,1,0,0,0,0,0.287,2
29,1,2-16T,7,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,759.7,14,1,0,0,0,0,0.305,2
30,1,2-16T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,348.1,14,1,0,0,0,0,0.044,2
31,1,2-16T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,408.3,14,1,0,0,0,0,0.095,2
32,1,2-16T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,488.3,14,1,0,0,0,0,0.121,2
33,1,2-16T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,556.3,14,1,0,0,0,0,0.142,2
34,1,2-16T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,610,14,1,0,0,0,0,0.168,2
35,1,2-16T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,669.7,14,1,0,0,0,0,0.197,2
36,1,2-16T,7,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,759.7,14,1,0,0,0,0,0.226,2
37,1,2-16T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,348.1,14,1,0,0,0,0,0.091,4
38,1,2-16T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,408.3,14,1,0,0,0,0,0.203,4
39,1,2-16T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,488.3,14,1,0,0,0,0,0.306,4
40,1,2-16T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,556.3,14,1,0,0,0,0,0.343,4
41,1,2-16T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,610,14,1,0,0,0,0,0.452,4
42,1,2-16T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,669.7,14,1,0,0,0,0,0.638,4
43,1,2-16T,7,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,759.7,14,1,0,0,0,0,0.589,4
44,1,2-16T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,348.1,14,1,0,0,0,0,0.05,4
45,1,2-16T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,408.3,14,1,0,0,0,0,0.125,4
46,1,2-16T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,488.3,14,1,0,0,0,0,0.203,4
47,1,2-16T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,556.3,14,1,0,0,0,0,0.309,4
48,1,2-16T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,610,14,1,0,0,0,0,0.358,4
49,1,2-16T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,669.7,14,1,0,0,0,0,0.527,4
50,1,2-16T,7,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,759.7,14,1,0,0,0,0,0.661,4
51,1,2-24R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,241.3,14,1,0,0,0,0,0.082,2
52,1,2-24R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,312.2,14,1,0,0,0,0,0.147,2
53,1,2-24R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,434.9,14,1,0,0,0,0,0.236,2
54,1,2-24R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,241.3,14,1,0,0,0,0,0.06,2
55,1,2-24R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,312.2,14,1,0,0,0,0,0.11,2
56,1,2-24R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,434.9,14,1,0,0,0,0,0.185,2
57,1,2-24R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,540.7,14,1,0,0,0,0,0.237,2
58,1,2-24R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,680,14,1,0,0,0,0,0.285,2
59,1,2-24R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,241.3,14,1,0,0,0,0,0.144,4
60,1,2-24R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,312.2,14,1,0,0,0,0,0.256,4
61,1,2-24R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,434.9,14,1,0,0,0,0,0.395,4
62,1,2-24R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,540.7,14,1,0,0,0,0,0.612,4
63,1,2-24R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,680,14,1,0,0,0,0,0.844,4
64,1,2-24R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,241.3,14,1,0,0,0,0,0.09,4
65,1,2-24R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,312.2,14,1,0,0,0,0,0.163,4
66,1,2-24R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,434.9,14,1,0,0,0,0,0.321,4
67,1,2-24R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,540.7,14,1,0,0,0,0,0.446,4
68,1,2-24R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,680,14,1,0,0,0,0,0.665,4
69,1,2-32R1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,162.4,14,1,0,0,0,0,0.082,2
70,1,2-32R1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,255.8,14,1,0,0,0,0,0.148,2
71,1,2-32R1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,354.1,14,1,0,0,0,0,0.242,2
72,1,2-32R1,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,436,14,1,0,0,0,0,0.279,2
73,1,2-32R1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,37.6,14,1,0,0,0,0,0.026,2
74,1,2-32R1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,162.4,14,1,0,0,0,0,0.077,2
75,1,2-32R1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,255.8,14,1,0,0,0,0,0.111,2
76,1,2-32R1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,354.1,14,1,0,0,0,0,0.153,2
77,1,2-32R1,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,436,14,1,0,0,0,0,0.204,2
78,1,2-32R1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,162.4,14,1,0,0,0,0,0.153,4
79,1,2-32R1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,255.8,14,1,0,0,0,0,0.255,4
80,1,2-32R1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,354.1,14,1,0,0,0,0,0.412,4
81,1,2-32R1,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,436,14,1,0,0,0,0,0.534,4
82,1,2-32R1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,37.6,14,1,0,0,0,0,0.026,4
83,1,2-32R1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,162.4,14,1,0,0,0,0,0.139,4
84,1,2-32R1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,255.8,14,1,0,0,0,0,0.215,4
85,1,2-32R1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,354.1,14,1,0,0,0,0,0.318,4
86,1,2-32R1,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,387.35,387.35,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,[12.7],[346],[8],[34.925],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,436,14,1,0,0,0,0,0.408,4
87,1,2-32R2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,16,14,1,0,0,0,0,0.023,2
88,1,2-32R2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,51,14,1,0,0,0,0,0.085,2
89,1,2-32R2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,146.8,14,1,0,0,0,0,0.195,2
90,1,2-32R2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,232.8,14,1,0,0,0,0,0.266,2
91,1,2-32R2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,16,14,1,0,0,0,0,0.024,2
92,1,2-32R2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,51,14,1,0,0,0,0,0.033,2
93,1,2-32R2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,146.8,14,1,0,0,0,0,0.101,2
94,1,2-32R2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,232.8,14,1,0,0,0,0,0.141,2
95,1,2-32R2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,372.3,14,1,0,0,0,0,0.228,2
96,1,2-32R2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,16,14,1,0,0,0,0,0.051,4
97,1,2-32R2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,51,14,1,0,0,0,0,0.18,4
98,1,2-32R2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,146.8,14,1,0,0,0,0,0.307,4
99,1,2-32R2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,232.8,14,1,0,0,0,0,0.458,4
100,1,2-32R2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,372.3,14,1,0,0,0,0,0.741,4
101,1,2-32R2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,16,14,1,0,0,0,0,0.026,4
102,1,2-32R2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,51,14,1,0,0,0,0,0.078,4
103,1,2-32R2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,146.8,14,1,0,0,0,0,0.18,4
104,1,2-32R2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,232.8,14,1,0,0,0,0,0.307,4
105,1,2-32R2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,372.3,14,1,0,0,0,0,0.445,4
106,1,2-32R2,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,580.9,14,1,0,0,0,0,0.789,4
107,1,2-32R2,7,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,146.5,14,1,0,0,0,0,0.18,4
108,1,2-32R2,8,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,231.6,14,1,0,0,0,0,0.307,4
109,1,2-32R2,9,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,372.4,14,1,0,0,0,0,0.445,4
110,1,2-32R2,10,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,580.9,14,1,0,0,0,0,0.789,4
111,1,2-4.75R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,546,14,1,0,0,0,0,0.052,2
112,1,2-4.75R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,622.4,14,1,0,0,0,0,0.105,2
113,1,2-4.75R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,694.8,14,1,0,0,0,0,0.161,2
114,1,2-4.75R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,768.4,14,1,0,0,0,0,0.211,2
115,1,2-4.75R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,818.5,14,1,0,0,0,0,0.245,2
116,1,2-4.75R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,546,14,1,0,0,0,0,0.024,2
117,1,2-4.75R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,622.4,14,1,0,0,0,0,0.052,2
118,1,2-4.75R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,694.8,14,1,0,0,0,0,0.08,2
119,1,2-4.75R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,768.4,14,1,0,0,0,0,0.106,2
120,1,2-4.75R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,818.5,14,1,0,0,0,0,0.122,2
121,1,2-4.75R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,546,14,1,0,0,0,0,0.09,4
122,1,2-4.75R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,622.4,14,1,0,0,0,0,0.167,4
123,1,2-4.75R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,694.8,14,1,0,0,0,0,0.26,4
124,1,2-4.75R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,768.4,14,1,0,0,0,0,0.343,4
125,1,2-4.75R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,818.5,14,1,0,0,0,0,0.387,4
126,1,2-4.75R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,546,14,1,0,0,0,0,0.041,4
127,1,2-4.75R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,622.4,14,1,0,0,0,0,0.102,4
128,1,2-4.75R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,694.8,14,1,0,0,0,0,0.14,4
129,1,2-4.75R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,768.4,14,1,0,0,0,0,0.179,4
130,1,2-4.75R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,120.65,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,818.5,14,1,0,0,0,0,0.306,4
131,1,2-4.75T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,581.8,14,1,0,0,0,0,0.039,2
132,1,2-4.75T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,644.5,14,1,0,0,0,0,0.062,2
133,1,2-4.75T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,759.3,14,1,0,0,0,0,0.113,2
134,1,2-4.75T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,845.4,14,1,0,0,0,0,0.16,2
135,1,2-4.75T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,941.8,14,1,0,0,0,0,0.204,2
136,1,2-4.75T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,1010.1,14,1,0,0,0,0,0.233,2
137,1,2-4.75T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,581.8,14,1,0,0,0,0,0.018,2
138,1,2-4.75T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,644.5,14,1,0,0,0,0,0.045,2
139,1,2-4.75T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,759.3,14,1,0,0,0,0,0.076,2
140,1,2-4.75T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,845.4,14,1,0,0,0,0,0.102,2
141,1,2-4.75T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,941.8,14,1,0,0,0,0,0.144,2
142,1,2-4.75T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,1010.1,14,1,0,0,0,0,0.169,2
143,1,2-4.75T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,581.8,14,1,0,0,0,0,0.053,4
144,1,2-4.75T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,644.5,14,1,0,0,0,0,0.115,4
145,1,2-4.75T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,759.3,14,1,0,0,0,0,0.206,4
146,1,2-4.75T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,845.4,14,1,0,0,0,0,0.284,4
147,1,2-4.75T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,941.8,14,1,0,0,0,0,0.396,4
148,1,2-4.75T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,1010.1,14,1,0,0,0,0,0.433,4
149,1,2-4.75T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,581.8,14,1,0,0,0,0,0.022,4
150,1,2-4.75T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,644.5,14,1,0,0,0,0,0.075,4
151,1,2-4.75T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,759.3,14,1,0,0,0,0,0.176,4
152,1,2-4.75T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,845.4,14,1,0,0,0,0,0.167,4
153,1,2-4.75T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,941.8,14,1,0,0,0,0,0.256,4
154,1,2-4.75T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0,2,655,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,1010.1,14,1,0,0,0,0,0.299,4
155,1,2-8R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,455.1,14,1,0,0,0,0,0.067,2
156,1,2-8R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,525.7,14,1,0,0,0,0,0.112,2
157,1,2-8R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,587.8,14,1,0,0,0,0,0.155,2
158,1,2-8R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,699.8,14,1,0,0,0,0,0.209,2
159,1,2-8R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,822.4,14,1,0,0,0,0,0.293,2
160,1,2-8R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,455.1,14,1,0,0,0,0,0.047,2
161,1,2-8R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,525.7,14,1,0,0,0,0,0.07,2
162,1,2-8R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,587.8,14,1,0,0,0,0,0.111,2
163,1,2-8R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,699.8,14,1,0,0,0,0,0.14,2
164,1,2-8R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,822.4,14,1,0,0,0,0,0.193,2
165,1,2-8R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,455.1,14,1,0,0,0,0,0.125,4
166,1,2-8R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,525.7,14,1,0,0,0,0,0.191,4
167,1,2-8R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,587.8,14,1,0,0,0,0,0.257,4
168,1,2-8R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,699.8,14,1,0,0,0,0,0.382,4
169,1,2-8R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,822.4,14,1,0,0,0,0,0.484,4
170,1,2-8R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,455.1,14,1,0,0,0,0,0.075,4
171,1,2-8R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,525.7,14,1,0,0,0,0,0.129,4
172,1,2-8R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,587.8,14,1,0,0,0,0,0.203,4
173,1,2-8R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,699.8,14,1,0,0,0,0,0.202,4
174,1,2-8R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,822.4,14,1,0,0,0,0,0.305,4
175,1,2-8T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,505,14,1,0,0,0,0,0.045,2
176,1,2-8T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,535.6,14,1,0,0,0,0,0.07,2
177,1,2-8T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,595.4,14,1,0,0,0,0,0.102,2
178,1,2-8T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,658.8,14,1,0,0,0,0,0.143,2
179,1,2-8T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,728.3,14,1,0,0,0,0,0.194,2
180,1,2-8T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,836.6,14,1,0,0,0,0,0.244,2
181,1,2-8T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,505,14,1,0,0,0,0,0.048,2
182,1,2-8T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,535.6,14,1,0,0,0,0,0.057,2
183,1,2-8T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,595.4,14,1,0,0,0,0,0.088,2
184,1,2-8T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,658.8,14,1,0,0,0,0,0.121,2
185,1,2-8T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,728.3,14,1,0,0,0,0,0.166,2
186,1,2-8T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,836.6,14,1,0,0,0,0,0.204,2
187,1,2-8T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,505,14,1,0,0,0,0,0.078,4
188,1,2-8T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,535.6,14,1,0,0,0,0,0.127,4
189,1,2-8T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,595.4,14,1,0,0,0,0,0.178,4
190,1,2-8T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,658.8,14,1,0,0,0,0,0.278,4
191,1,2-8T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,728.3,14,1,0,0,0,0,0.385,4
192,1,2-8T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,836.6,14,1,0,0,0,0,0.462,4
193,1,2-8T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,505,14,1,0,0,0,0,0.08,4
194,1,2-8T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,535.6,14,1,0,0,0,0,0.117,4
195,1,2-8T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,595.4,14,1,0,0,0,0,0.167,4
196,1,2-8T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,658.8,14,1,0,0,0,0,0.203,4
197,1,2-8T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,728.3,14,1,0,0,0,0,0.306,4
198,1,2-8T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,655,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,836.6,14,1,0,0,0,0,0.382,4
199,1,3-S1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,31.2,14,1,0,0,0,0,0.061,2
200,1,3-S1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,128.6,14,1,0,0,0,0,0.137,2
201,1,3-S1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,260.3,14,1,0,0,0,0,0.264,2
202,1,3-S1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,387.2,14,1,0,0,0,0,0.373,2
203,1,3-S1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,31.2,14,1,0,0,0,0,0.026,2
204,1,3-S1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,128.6,14,1,0,0,0,0,0.092,2
205,1,3-S1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,260.3,14,1,0,0,0,0,0.183,2
206,1,3-S1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,387.2,14,1,0,0,0,0,0.287,2
207,1,3-S1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,31.2,14,1,0,0,0,0,0.09,4
208,1,3-S1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,128.6,14,1,0,0,0,0,0.27,4
209,1,3-S1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,260.3,14,1,0,0,0,0,0.509,4
210,1,3-S1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,387.2,14,1,0,0,0,0,0.665,4
211,1,3-S1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,31.2,14,1,0,0,0,0,0.027,4
212,1,3-S1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,128.6,14,1,0,0,0,0,0.155,4
213,1,3-S1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,260.3,14,1,0,0,0,0,0.306,4
214,1,3-S1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,387.2,14,1,0,0,0,0,0.41,4
215,1,3-S2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,236.7,14,1,0,0,0,0,0.04,2
216,1,3-S2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,306.1,14,1,0,0,0,0,0.133,2
217,1,3-S2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,398,14,1,0,0,0,0,0.217,2
218,1,3-S2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,466.6,14,1,0,0,0,0,0.275,2
219,1,3-S2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,569.1,14,1,0,0,0,0,0.392,2
220,1,3-S2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,236.7,14,1,0,0,0,0,0.013,2
221,1,3-S2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,306.1,14,1,0,0,0,0,0.104,2
222,1,3-S2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,398,14,1,0,0,0,0,0.137,2
223,1,3-S2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,466.6,14,1,0,0,0,0,0.191,2
224,1,3-S2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,569.1,14,1,0,0,0,0,0.279,2
225,1,3-S2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,236.7,14,1,0,0,0,0,0.052,4
226,1,3-S2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,306.1,14,1,0,0,0,0,0.22,4
227,1,3-S2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,398,14,1,0,0,0,0,0.408,4
228,1,3-S2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,466.6,14,1,0,0,0,0,0.51,4
229,1,3-S2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,569.1,14,1,0,0,0,0,0.641,4
230,1,3-S2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,236.7,14,1,0,0,0,0,0.015,4
231,1,3-S2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,306.1,14,1,0,0,0,0,0.153,4
232,1,3-S2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,398,14,1,0,0,0,0,0.255,4
233,1,3-S2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,466.6,14,1,0,0,0,0,0.358,4
234,1,3-S2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,569.1,14,1,0,0,0,0,0.509,4
235,1,3-S3,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,445.9,14,1,0,0,0,0,0.041,2
236,1,3-S3,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,577.1,14,1,0,0,0,0,0.194,2
237,1,3-S3,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,701.4,14,1,0,0,0,0,0.373,2
238,1,3-S3,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,445.9,14,1,0,0,0,0,0.026,2
239,1,3-S3,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,577.1,14,1,0,0,0,0,0.134,2
240,1,3-S3,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,701.4,14,1,0,0,0,0,0.21,2
241,1,3-S3,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,445.9,14,1,0,0,0,0,0.105,4
242,1,3-S3,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,577.1,14,1,0,0,0,0,0.331,4
243,1,3-S3,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,701.4,14,1,0,0,0,0,0.715,4
244,1,3-S3,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,445.9,14,1,0,0,0,0,0.04,4
245,1,3-S3,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,577.1,14,1,0,0,0,0,0.205,4
246,1,3-S3,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,701.4,14,1,0,0,0,0,0.359,4
247,1,3-S4,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,652.3,14,1,0,0,0,0,0.048,2
248,1,3-S4,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,754.7,14,1,0,0,0,0,0.145,2
249,1,3-S4,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,869.6,14,1,0,0,0,0,0.282,2
250,1,3-S4,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,944.2,14,1,0,0,0,0,0.375,2
251,1,3-S4,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,652.3,14,1,0,0,0,0,0.02,2
252,1,3-S4,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,754.7,14,1,0,0,0,0,0.084,2
253,1,3-S4,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,869.6,14,1,0,0,0,0,0.177,2
254,1,3-S4,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,944.2,14,1,0,0,0,0,0.223,2
255,1,3-S4,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,652.3,14,1,0,0,0,0,0.092,4
256,1,3-S4,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,754.7,14,1,0,0,0,0,0.283,4
257,1,3-S4,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,869.6,14,1,0,0,0,0,0.69,4
258,1,3-S4,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,2,0,1,0,0,944.2,14,1,0,0,0,0,0.894,4
259,1,3-S4,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,652.3,14,1,0,0,0,0,0.02,4
260,1,3-S4,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,754.7,14,1,0,0,0,0,0.084,4
261,1,3-S4,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,869.6,14,1,0,0,0,0,0.177,4
262,1,3-S4,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.4,0,3657.6,3657.6,203.2,609.6,"[2,7]","[3,11]","[0,50]","[0,21.1]",0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,0,3,1,0,1,0,0,944.2,14,1,0,0,0,0,0.223,4
263,2,R1,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,84,1,0,0,0,0,4,1
264,2,R1,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,84,1,0,0,0,0,13,1
265,2,R1,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,84,1,0,0,0,0,14,1
266,2,R1,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,441.45,84,1,0,0,0,0,14,1
267,2,R1,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,84,1,0,0,0,0,14,1
268,2,R1,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,84,1,0,0,0,0,14,1
269,2,R1,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,84,1,0,0,0,0,15,1
270,2,R1,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,84,1,0,0,0,0,15,1
271,2,R1,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,84,1,0,0,0,0,15,1
272,2,R1,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,84,1,0,0,0,0,8,1
273,2,R1,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,84,1,0,0,0,0,0.01,2
274,2,R1,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,84,1,0,0,0,0,0.045,2
275,2,R1,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,84,1,0,0,0,0,0.071333333,2
276,2,R1,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,441.45,84,1,0,0,0,0,0.105263158,2
277,2,R1,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,84,1,0,0,0,0,0.1375,2
278,2,R1,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,84,1,0,0,0,0,0.144761905,2
279,2,R1,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,84,1,0,0,0,0,0.161818182,2
280,2,R1,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,84,1,0,0,0,0,0.193333333,2
281,2,R1,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,84,1,0,0,0,0,0.230416667,2
282,2,R1,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,84,1,0,0,0,0,0.502666667,2
283,2,R1,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,84,1,0,0,0,0,0.01,4
284,2,R1,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,84,1,0,0,0,0,0.07,4
285,2,R1,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,84,1,0,0,0,0,0.12,4
286,2,R1,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,441.45,84,1,0,0,0,0,0.15,4
287,2,R1,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,84,1,0,0,0,0,0.2,4
288,2,R1,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,84,1,0,0,0,0,0.22,4
289,2,R1,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,84,1,0,0,0,0,0.25,4
290,2,R1,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,84,1,0,0,0,0,0.3,4
291,2,R1,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,84,1,0,0,0,0,0.35,4
292,2,R1,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,82]","[0,0]","[0,0]",2,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,488.4,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,84,1,0,0,0,0,0.95,4
293,2,R13,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,1,1
294,2,R13,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,5,1
295,2,R13,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,5,1
296,2,R13,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,5,1
297,2,R13,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,0.05,2
298,2,R13,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.59,2
299,2,R13,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,1.256,2
300,2,R13,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,2.22,2
301,2,R13,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,0.05,4
302,2,R13,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,1.2,4
303,2,R13,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,2.65,4
304,2,R13,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,4.8,4
305,2,R14,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,28,1,0,0,0,0,5,1
306,2,R14,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,28,1,0,0,0,0,8,1
307,2,R14,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,28,1,0,0,0,0,14,1
308,2,R14,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,28,1,0,0,0,0,14,1
309,2,R14,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,28,1,0,0,0,0,18,1
310,2,R14,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,28,1,0,0,0,0,20,1
311,2,R14,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,28,1,0,0,0,0,20,1
312,2,R14,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,147.15,28,1,0,0,0,0,21,1
313,2,R14,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,28,1,0,0,0,0,21,1
314,2,R14,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,28,1,0,0,0,0,21,1
315,2,R14,11,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,28,1,0,0,0,0,22,1
316,2,R14,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,28,1,0,0,0,0,0.03,2
317,2,R14,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,28,1,0,0,0,0,0.045555556,2
318,2,R14,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,28,1,0,0,0,0,0.0655,2
319,2,R14,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,28,1,0,0,0,0,0.081818182,2
320,2,R14,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,28,1,0,0,0,0,0.108148148,2
321,2,R14,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,28,1,0,0,0,0,0.131333333,2
322,2,R14,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,28,1,0,0,0,0,0.143666667,2
323,2,R14,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,147.15,28,1,0,0,0,0,0.1725,2
324,2,R14,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,28,1,0,0,0,0,0.2278125,2
325,2,R14,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,28,1,0,0,0,0,0.256875,2
326,2,R14,11,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,28,1,0,0,0,0,0.335151515,2
327,2,R14,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,28,1,0,0,0,0,0.03,4
328,2,R14,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,28,1,0,0,0,0,0.05,4
329,2,R14,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,28,1,0,0,0,0,0.13,4
330,2,R14,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,28,1,0,0,0,0,0.2,4
331,2,R14,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,28,1,0,0,0,0,0.3,4
332,2,R14,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,28,1,0,0,0,0,0.35,4
333,2,R14,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,28,1,0,0,0,0,0.35,4
334,2,R14,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,147.15,28,1,0,0,0,0,0.55,4
335,2,R14,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,28,1,0,0,0,0,0.8,4
336,2,R14,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,28,1,0,0,0,0,0.95,4
337,2,R14,11,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.6,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,28,1,0,0,0,0,1.6,4
338,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,4,1
339,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,15,1
340,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,21,1
341,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,22,1
342,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,22,1
343,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,28,1
344,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,28,1
345,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,28,1
346,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,29,1
347,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,32,1
348,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,4,1
349,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,17,1
350,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,18,1
351,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,20,1
352,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,21,1
353,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,26,1
354,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,27,1
355,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,27,1
356,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,28,1
357,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,32,1
358,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,5,1
359,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,17,1
360,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,35,1,0,0,0,0,21,1
361,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,35,1,0,0,0,0,25,1
362,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,35,1,0,0,0,0,25,1
363,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,35,1,0,0,0,0,28,1
364,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,35,1,0,0,0,0,31,1
365,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,35,1,0,0,0,0,32,1
366,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,35,1,0,0,0,0,32,1
367,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,35,1,0,0,0,0,33,1
368,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,5,1
369,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,18,1
370,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,21,1
371,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,22,1
372,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,23,1
373,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,27,1
374,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,29,1
375,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,28,1
376,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,31,1
377,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,33,1
378,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,4,1
379,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,19,1
380,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,23,1
381,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,23,1
382,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,23,1
383,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,26,1
384,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,28,1
385,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,29,1
386,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,32,1
387,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,36,1
388,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,3,1
389,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,18,1
390,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,35,1,0,0,0,0,21,1
391,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,35,1,0,0,0,0,25,1
392,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,35,1,0,0,0,0,26,1
393,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,35,1,0,0,0,0,25,1
394,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,35,1,0,0,0,0,27,1
395,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,35,1,0,0,0,0,30,1
396,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,35,1,0,0,0,0,28,1
397,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,35,1,0,0,0,0,33,1
398,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.0225,2
399,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.031333333,2
400,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,0.043333333,2
401,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,0.055454545,2
402,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,0.066818182,2
403,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,0.066785714,2
404,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,0.078928571,2
405,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,0.093214286,2
406,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,0.10137931,2
407,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,0.1725,2
408,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.032,2
409,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.052352941,2
410,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,0.073888889,2
411,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,0.0755,2
412,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,0.101904762,2
413,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,0.091153846,2
414,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,0.106296296,2
415,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,0.124074074,2
416,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,0.1375,2
417,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,0.2115625,2
418,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,0.028,2
419,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,0.044117647,2
420,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,35,1,0,0,0,0,0.055238095,2
421,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,35,1,0,0,0,0,0.062,2
422,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,35,1,0,0,0,0,0.084,2
423,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,35,1,0,0,0,0,0.086785714,2
424,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,35,1,0,0,0,0,0.097096774,2
425,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,35,1,0,0,0,0,0.0915625,2
426,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,35,1,0,0,0,0,0.1075,2
427,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,35,1,0,0,0,0,0.266060606,2
428,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.054,2
429,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.036111111,2
430,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,0.052380952,2
431,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,0.061818182,2
432,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,0.066956522,2
433,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,0.072592593,2
434,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,0.076896552,2
435,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,0.099285714,2
436,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,0.095806452,2
437,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,0.181212121,2
438,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.035,2
439,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.035789474,2
440,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,0.056521739,2
441,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,0.064782609,2
442,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,0.07826087,2
443,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,0.085,2
444,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,0.090357143,2
445,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,0.10862069,2
446,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,0.1071875,2
447,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,0.185277778,2
448,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,0.046666667,2
449,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,0.05,2
450,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,35,1,0,0,0,0,0.065714286,2
451,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,35,1,0,0,0,0,0.0676,2
452,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,35,1,0,0,0,0,0.086153846,2
453,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,35,1,0,0,0,0,0.0992,2
454,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,35,1,0,0,0,0,0.111481481,2
455,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,35,1,0,0,0,0,0.106,2
456,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,35,1,0,0,0,0,0.136428571,2
457,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,35,1,0,0,0,0,0.235454545,2
458,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.03,4
459,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.07,4
460,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,0.1,4
461,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,0.13,4
462,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,0.13,4
463,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,0.15,4
464,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,0.15,4
465,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,0.2,4
466,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,0.23,4
467,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,0.25,4
468,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.05,4
469,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.07,4
470,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,0.13,4
471,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,0.13,4
472,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,0.15,4
473,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,0.17,4
474,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,0.17,4
475,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,0.23,4
476,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,0.25,4
477,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,0.6,4
478,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,0.05,4
479,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,0.07,4
480,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,35,1,0,0,0,0,0.13,4
481,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,35,1,0,0,0,0,0.13,4
482,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,35,1,0,0,0,0,0.15,4
483,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,35,1,0,0,0,0,0.2,4
484,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,35,1,0,0,0,0,0.2,4
485,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,35,1,0,0,0,0,0.2,4
486,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,35,1,0,0,0,0,0.25,4
487,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,35,1,0,0,0,0,1,4
488,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.15,4
489,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.07,4
490,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,0.13,4
491,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,0.13,4
492,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,0.15,4
493,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,0.17,4
494,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,0.2,4
495,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,0.27,4
496,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,0.27,4
497,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,0.67,4
498,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.05,4
499,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,35,1,0,0,0,0,0.1,4
500,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,35,1,0,0,0,0,0.1,4
501,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,35,1,0,0,0,0,0.13,4
502,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,35,1,0,0,0,0,0.15,4
503,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,35,1,0,0,0,0,0.2,4
504,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,35,1,0,0,0,0,0.25,4
505,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,35,1,0,0,0,0,0.25,4
506,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,35,1,0,0,0,0,0.27,4
507,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,35,1,0,0,0,0,0.7,4
508,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,0.03,4
509,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,35,1,0,0,0,0,0.07,4
510,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,35,1,0,0,0,0,0.1,4
511,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,35,1,0,0,0,0,0.13,4
512,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,35,1,0,0,0,0,0.15,4
513,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,35,1,0,0,0,0,0.13,4
514,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,35,1,0,0,0,0,0.17,4
515,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,35,1,0,0,0,0,0.2,4
516,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,35,1,0,0,0,0,0.23,4
517,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,33]","[0,0]","[0,0]",2,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16,16]","[35,517,587]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,35,1,0,0,0,0,0.65,4
518,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,7,1
519,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,20,1
520,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,21,1
521,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,21,1
522,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,23,1
523,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,24,1
524,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,25,1
525,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,26,1
526,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,29,1
527,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,10,1
528,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,22,1
529,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,24,1
530,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,24,1
531,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,22,1
532,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,24,1
533,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,28,1
534,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,33,1
535,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,34,1
536,2,R18,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,9,1
537,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,28,1,0,0,0,0,18,1
538,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,20,1
539,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,20,1
540,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,20,1
541,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,19,1
542,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,21,1
543,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,22,1
544,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,23,1
545,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,28,1
546,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,8,1
547,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,16,1
548,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,17,1
549,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,21,1
550,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,20,1
551,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,21,1
552,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,23,1
553,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,23,1
554,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,23,1
555,2,R18,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,1,1
556,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,8,1
557,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,17,1
558,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,19,1
559,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,24,1
560,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,22,1
561,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,23,1
562,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,24,1
563,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,24,1
564,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,24,1
565,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,28,1,0,0,0,0,7,1
566,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,14,1
567,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,18,1
568,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,20,1
569,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,20,1
570,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,20,1
571,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,21,1
572,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,24,1
573,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,26,1
574,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,0.041428571,2
575,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.047,2
576,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.053809524,2
577,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.067619048,2
578,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.093043478,2
579,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.100833333,2
580,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.1004,2
581,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.109230769,2
582,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.17862069,2
583,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,0.044,2
584,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.050454545,2
585,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.060416667,2
586,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.083333333,2
587,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.118636364,2
588,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.135416667,2
589,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.118928571,2
590,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.118484848,2
591,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.208529412,2
592,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,28,1,0,0,0,0,0.056666667,2
593,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.065,2
594,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.0735,2
595,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.113,2
596,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.116842105,2
597,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.144761905,2
598,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.145909091,2
599,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.16173913,2
600,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.2375,2
601,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,0.045,2
602,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.05625,2
603,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.080588235,2
604,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.082857143,2
605,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.0925,2
606,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.112380952,2
607,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.13,2
608,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.15,2
609,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.253478261,2
610,2,R18,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.02,2
611,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,0.05625,2
612,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.072352941,2
613,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.086842105,2
614,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.100416667,2
615,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.101363636,2
616,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.122608696,2
617,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.146666667,2
618,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.171666667,2
619,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.284166667,2
620,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,28,1,0,0,0,0,0.074285714,2
621,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.08,2
622,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.095,2
623,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.1155,2
624,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.119,2
625,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.1375,2
626,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.15952381,2
627,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.183333333,2
628,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.33,2
629,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,0.07,4
630,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.07,4
631,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.1,4
632,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.1,4
633,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.23,4
634,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.23,4
635,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.2,4
636,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
637,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.6,4
638,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,0.05,4
639,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.1,4
640,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.1,4
641,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.17,4
642,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.2,4
643,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.25,4
644,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.25,4
645,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.3,4
646,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.8,4
647,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,28,1,0,0,0,0,0.07,4
648,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.1,4
649,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.1,4
650,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.2,4
651,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.2,4
652,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.2,4
653,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.3,4
654,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.3,4
655,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.75,4
656,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,0.07,4
657,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.1,4
658,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.13,4
659,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.2,4
660,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.2,4
661,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.25,4
662,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.3,4
663,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.35,4
664,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.75,4
665,2,R18,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.02,4
666,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,28,1,0,0,0,0,0.07,4
667,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.15,4
668,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.17,4
669,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.25,4
670,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.27,4
671,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.3,4
672,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.3,4
673,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.45,4
674,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.9,4
675,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,28,1,0,0,0,0,0.1,4
676,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.15,4
677,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.15,4
678,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.17,4
679,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.135,4
680,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.2,4
681,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.25,4
682,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.35,4
683,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.85,4
684,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,4,1
685,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,13,1
686,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,15,1
687,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,28,1,0,0,0,0,16,1
688,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,89.5653,28,1,0,0,0,0,20,1
689,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,99.081,28,1,0,0,0,0,23,1
690,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,148.6215,28,1,0,0,0,0,25,1
691,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,199.143,28,1,0,0,0,0,30,1
692,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,248.6835,28,1,0,0,0,0,30,1
693,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,9,1
694,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,17,1
695,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,20,1
696,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,28,1,0,0,0,0,25,1
697,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,89.5653,28,1,0,0,0,0,27,1
698,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,99.081,28,1,0,0,0,0,28,1
699,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,148.6215,28,1,0,0,0,0,34,1
700,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,199.143,28,1,0,0,0,0,39,1
701,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,248.6835,28,1,0,0,0,0,39,1
702,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,14,1
703,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,19,1
704,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,24,1
705,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,28,1,0,0,0,0,26,1
706,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,89.5653,28,1,0,0,0,0,27,1
707,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,99.081,28,1,0,0,0,0,26,1
708,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,148.6215,28,1,0,0,0,0,29,1
709,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,199.143,28,1,0,0,0,0,29,1
710,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,248.6835,28,1,0,0,0,0,31,1
711,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,8,1
712,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,16,1
713,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,19,1
714,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,28,1,0,0,0,0,25,1
715,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,89.5653,28,1,0,0,0,0,22,1
716,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,99.081,28,1,0,0,0,0,23,1
717,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,148.6215,28,1,0,0,0,0,24,1
718,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,199.143,28,1,0,0,0,0,21,1
719,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,248.6835,28,1,0,0,0,0,22,1
720,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,12,1
721,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,24,1
722,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,25,1
723,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,28,1,0,0,0,0,32,1
724,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,89.5653,28,1,0,0,0,0,28,1
725,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,99.081,28,1,0,0,0,0,28,1
726,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,148.6215,28,1,0,0,0,0,30,1
727,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,199.143,28,1,0,0,0,0,25,1
728,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,248.6835,28,1,0,0,0,0,28,1
729,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,13,1
730,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,18,1
731,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,21,1
732,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,28,1,0,0,0,0,25,1
733,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,89.5653,28,1,0,0,0,0,24,1
734,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,99.081,28,1,0,0,0,0,27,1
735,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,148.6215,28,1,0,0,0,0,27,1
736,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,199.143,28,1,0,0,0,0,27,1
737,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,248.6835,28,1,0,0,0,0,29,1
738,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.055,2
739,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.055384615,2
740,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.058,2
741,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,28,1,0,0,0,0,0.081875,2
742,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,89.5653,28,1,0,0,0,0,0.081,2
743,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,99.081,28,1,0,0,0,0,0.09173913,2
744,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,148.6215,28,1,0,0,0,0,0.1028,2
745,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,199.143,28,1,0,0,0,0,0.108666667,2
746,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,248.6835,28,1,0,0,0,0,0.246,2
747,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.05,2
748,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.068235294,2
749,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.063,2
750,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,28,1,0,0,0,0,0.0804,2
751,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,89.5653,28,1,0,0,0,0,0.090740741,2
752,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,99.081,28,1,0,0,0,0,0.091428571,2
753,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,148.6215,28,1,0,0,0,0,0.098235294,2
754,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,199.143,28,1,0,0,0,0,0.110512821,2
755,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,248.6835,28,1,0,0,0,0,0.262820513,2
756,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.047857143,2
757,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.075263158,2
758,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.075,2
759,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,28,1,0,0,0,0,0.098846154,2
760,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,89.5653,28,1,0,0,0,0,0.104444444,2
761,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,99.081,28,1,0,0,0,0,0.124230769,2
762,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,148.6215,28,1,0,0,0,0,0.142758621,2
763,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,199.143,28,1,0,0,0,0,0.164827586,2
764,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,248.6835,28,1,0,0,0,0,0.423225806,2
765,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.03875,2
766,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.0525,2
767,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.054736842,2
768,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,28,1,0,0,0,0,0.098846154,2
769,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,89.5653,28,1,0,0,0,0,0.075454545,2
770,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,99.081,28,1,0,0,0,0,0.092608696,2
771,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,148.6215,28,1,0,0,0,0,0.1025,2
772,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,199.143,28,1,0,0,0,0,0.141428571,2
773,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,248.6835,28,1,0,0,0,0,0.388181818,2
774,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.05,2
775,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.0475,2
776,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.0676,2
777,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,28,1,0,0,0,0,0.07,2
778,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,89.5653,28,1,0,0,0,0,0.083928571,2
779,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,99.081,28,1,0,0,0,0,0.092608696,2
780,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,148.6215,28,1,0,0,0,0,0.1025,2
781,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,199.143,28,1,0,0,0,0,0.141428571,2
782,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,248.6835,28,1,0,0,0,0,0.388181818,2
783,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.036153846,2
784,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.058888889,2
785,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.077142857,2
786,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,28,1,0,0,0,0,0.0796,2
787,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,89.5653,28,1,0,0,0,0,0.095833333,2
788,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,99.081,28,1,0,0,0,0,0.125925926,2
789,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,148.6215,28,1,0,0,0,0,0.136296296,2
790,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,199.143,28,1,0,0,0,0,0.16962963,2
791,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,248.6835,28,1,0,0,0,0,0.467241379,2
792,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.07,4
793,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.1,4
794,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.1,4
795,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,28,1,0,0,0,0,0.15,4
796,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,89.5653,28,1,0,0,0,0,0.15,4
797,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,99.081,28,1,0,0,0,0,0.15,4
798,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,148.6215,28,1,0,0,0,0,0.2,4
799,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,199.143,28,1,0,0,0,0,0.3,4
800,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,248.6835,28,1,0,0,0,0,0.8,4
801,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.07,4
802,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.1,4
803,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.1,4
804,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,28,1,0,0,0,0,0.17,4
805,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,89.5653,28,1,0,0,0,0,0.2,4
806,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,99.081,28,1,0,0,0,0,0.2,4
807,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,148.6215,28,1,0,0,0,0,0.2,4
808,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,199.143,28,1,0,0,0,0,0.3,4
809,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,248.6835,28,1,0,0,0,0,0.75,4
810,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.07,4
811,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.13,4
812,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.15,4
813,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,28,1,0,0,0,0,0.2,4
814,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,89.5653,28,1,0,0,0,0,0.2,4
815,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,99.081,28,1,0,0,0,0,0.2,4
816,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,148.6215,28,1,0,0,0,0,0.3,4
817,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,199.143,28,1,0,0,0,0,0.3,4
818,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,248.6835,28,1,0,0,0,0,1,4
819,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.07,4
820,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.13,4
821,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.15,4
822,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,28,1,0,0,0,0,0.15,4
823,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,89.5653,28,1,0,0,0,0,0.2,4
824,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,99.081,28,1,0,0,0,0,0.2,4
825,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,148.6215,28,1,0,0,0,0,0.25,4
826,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,199.143,28,1,0,0,0,0,0.3,4
827,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,248.6835,28,1,0,0,0,0,1,4
828,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.1,4
829,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.13,4
830,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.17,4
831,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,28,1,0,0,0,0,0.23,4
832,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,89.5653,28,1,0,0,0,0,0.23,4
833,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,99.081,28,1,0,0,0,0,0.27,4
834,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,148.6215,28,1,0,0,0,0,0.33,4
835,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,199.143,28,1,0,0,0,0,0.37,4
836,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,248.6835,28,1,0,0,0,0,0.95,4
837,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.07,4
838,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.1,4
839,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.15,4
840,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,28,1,0,0,0,0,0.2,4
841,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,89.5653,28,1,0,0,0,0,0.25,4
842,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,99.081,28,1,0,0,0,0,0.3,4
843,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,148.6215,28,1,0,0,0,0,0.35,4
844,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,199.143,28,1,0,0,0,0,0.4,4
845,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,248.6835,28,1,0,0,0,0,1,4
846,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,7,1
847,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,12,1
848,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,12,1
849,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,12,1
850,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,12,1
851,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,12,1
852,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,13,1
853,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,1,1
854,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,8,1
855,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,12,1
856,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,13,1
857,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,14,1
858,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,14,1
859,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,14,1
860,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,14,1
861,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,1,1
862,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,9,1
863,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,12,1
864,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,29,1,0,0,0,0,13,1
865,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,29,1,0,0,0,0,13,1
866,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,13,1
867,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,13,1
868,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,13,1
869,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,6,1
870,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,9,1
871,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,12,1
872,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,13,1
873,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,15,1
874,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,14,1
875,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,16,1
876,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,1,1
877,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,9,1
878,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,14,1
879,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,15,1
880,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,16,1
881,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,20,1
882,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,19,1
883,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,18,1
884,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,1,1
885,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,10,1
886,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,16,1
887,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,29,1,0,0,0,0,16,1
888,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,29,1,0,0,0,0,16,1
889,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,16,1
890,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,15,1
891,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,14,1
892,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.075714286,2
893,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.058333333,2
894,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.073333333,2
895,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,0.090833333,2
896,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.1275,2
897,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.139166667,2
898,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.274615385,2
899,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.05,2
900,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.0875,2
901,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.098333333,2
902,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.140769231,2
903,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,0.170714286,2
904,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.190714286,2
905,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.215714286,2
906,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.401428571,2
907,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.05,2
908,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,0.094444444,2
909,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,0.121666667,2
910,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,29,1,0,0,0,0,0.166153846,2
911,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,29,1,0,0,0,0,0.186153846,2
912,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,0.21,2
913,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,0.236923077,2
914,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.466923077,2
915,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.055,2
916,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.064444444,2
917,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.084166667,2
918,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,0.109230769,2
919,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.106,2
920,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.149285714,2
921,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.245625,2
922,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.05,2
923,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.081111111,2
924,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.077857143,2
925,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.112666667,2
926,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,0.14875,2
927,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.132,2
928,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.167894737,2
929,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.304444444,2
930,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.05,2
931,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,0.093,2
932,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,0.0825,2
933,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,29,1,0,0,0,0,0.1175,2
934,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,29,1,0,0,0,0,0.160625,2
935,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,0.184375,2
936,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,0.219333333,2
937,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.397857143,2
938,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.13,4
939,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.13,4
940,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.15,4
941,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,0.17,4
942,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.25,4
943,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.3,4
944,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.65,4
945,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.05,4
946,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.17,4
947,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.25,4
948,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.35,4
949,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,0.45,4
950,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.45,4
951,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.5,4
952,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.85,4
953,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.05,4
954,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,0.2,4
955,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,0.3,4
956,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,29,1,0,0,0,0,0.35,4
957,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,29,1,0,0,0,0,0.4,4
958,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,0.45,4
959,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,0.5,4
960,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.95,4
961,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.1,4
962,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.1,4
963,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.2,4
964,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,0.25,4
965,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.25,4
966,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.35,4
967,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.55,4
968,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.05,4
969,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.25,4
970,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.25,4
971,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.4,4
972,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,29,1,0,0,0,0,0.45,4
973,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.5,4
974,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.6,4
975,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.7,4
976,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.05,4
977,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,0.25,4
978,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,0.3,4
979,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,29,1,0,0,0,0,0.4,4
980,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,29,1,0,0,0,0,0.45,4
981,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,0.6,4
982,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,0.6,4
983,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.9,4
984,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,4,1
985,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,14,1
986,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,17,1
987,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,19,1
988,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,20,1
989,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,20,1
990,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,20,1
991,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,22,1
992,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,24,1
993,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,8,1
994,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,16,1
995,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,18,1
996,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,20,1
997,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,27,1
998,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,21,1
999,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,21,1
1000,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,22,1
1001,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,24,1
1002,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,12,1
1003,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,16,1
1004,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,18,1
1005,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,20,1
1006,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,20,1
1007,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,69.2586,28,1,0,0,0,0,20,1
1008,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,28,1,0,0,0,0,24,1
1009,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,23,1
1010,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,24,1
1011,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,7,1
1012,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,21,1
1013,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,23,1
1014,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,26,1
1015,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,28,1
1016,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,28,1
1017,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,28,1
1018,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,28,1
1019,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,29,1
1020,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,14,1
1021,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,19,1
1022,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,21,1
1023,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,25,1
1024,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,26,1
1025,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,21,1
1026,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,23,1
1027,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,25,1
1028,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,25,1
1029,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,13,1
1030,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,18,1
1031,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,25,1
1032,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,24,1
1033,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,26,1
1034,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,69.2586,28,1,0,0,0,0,22,1
1035,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,28,1,0,0,0,0,23,1
1036,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,23,1
1037,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,26,1
1038,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.03,2
1039,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.038571429,2
1040,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.047647059,2
1041,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.055789474,2
1042,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.0765,2
1043,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,0.088,2
1044,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,0.11,2
1045,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.131363636,2
1046,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1675,2
1047,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.0375,2
1048,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.04875,2
1049,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.064444444,2
1050,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.08,2
1051,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.073333333,2
1052,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,0.117142857,2
1053,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,0.143333333,2
1054,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.167272727,2
1055,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.184166667,2
1056,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.043333333,2
1057,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.065,2
1058,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.087222222,2
1059,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.108,2
1060,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.135,2
1061,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,69.2586,28,1,0,0,0,0,0.1465,2
1062,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,28,1,0,0,0,0,0.155833333,2
1063,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.194782609,2
1064,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.247916667,2
1065,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.047142857,2
1066,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.046666667,2
1067,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.052173913,2
1068,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.067692308,2
1069,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.088928571,2
1070,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,0.086428571,2
1071,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,0.102857143,2
1072,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.113571429,2
1073,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.157241379,2
1074,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.048571429,2
1075,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.052105263,2
1076,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.073809524,2
1077,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.0792,2
1078,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.110384615,2
1079,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,0.12,2
1080,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,0.13826087,2
1081,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.154,2
1082,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1808,2
1083,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.053076923,2
1084,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.058888889,2
1085,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.066,2
1086,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.087916667,2
1087,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.103076923,2
1088,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,69.2586,28,1,0,0,0,0,0.131818182,2
1089,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,28,1,0,0,0,0,0.156956522,2
1090,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.17826087,2
1091,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.192307692,2
1092,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.03,4
1093,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.05,4
1094,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.07,4
1095,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.1,4
1096,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.13,4
1097,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,0.17,4
1098,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,0.17,4
1099,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.3,4
1100,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.3,4
1101,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.05,4
1102,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.07,4
1103,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.1,4
1104,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.15,4
1105,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.2,4
1106,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,0.23,4
1107,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,0.3,4
1108,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.3,4
1109,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.4,4
1110,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.05,4
1111,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.1,4
1112,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.15,4
1113,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.17,4
1114,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.2,4
1115,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,69.2586,28,1,0,0,0,0,0.25,4
1116,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,28,1,0,0,0,0,0.25,4
1117,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.35,4
1118,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.47,4
1119,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.07,4
1120,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.1,4
1121,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.13,4
1122,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.1,4
1123,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.15,4
1124,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,0.17,4
1125,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,0.2,4
1126,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.25,4
1127,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.35,4
1128,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.05,4
1129,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.07,4
1130,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.1,4
1131,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.13,4
1132,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.2,4
1133,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,69.2586,28,1,0,0,0,0,0.15,4
1134,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,28,1,0,0,0,0,0.25,4
1135,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.25,4
1136,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.3,4
1137,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.07,4
1138,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.1,4
1139,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.15,4
1140,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.2,4
1141,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.2,4
1142,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,69.2586,28,1,0,0,0,0,0.25,4
1143,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,28,1,0,0,0,0,0.25,4
1144,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.25,4
1145,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.35,4
1146,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,27,1,0,0,0,0,3,1
1147,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,27,1,0,0,0,0,4,1
1148,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,27,1,0,0,0,0,4,1
1149,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,27,1,0,0,0,0,4,1
1150,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,4,1
1151,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,5,1
1152,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,27,1,0,0,0,0,5,1
1153,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,27,1,0,0,0,0,5,1
1154,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,27,1,0,0,0,0,5,1
1155,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,27,1,0,0,0,0,5,1
1156,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,27,1,0,0,0,0,5,1
1157,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,5,1
1158,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,5,1
1159,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,27,1,0,0,0,0,5,1
1160,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,27,1,0,0,0,0,3,1
1161,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,27,1,0,0,0,0,3,1
1162,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,27,1,0,0,0,0,4,1
1163,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,27,1,0,0,0,0,4,1
1164,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,4,1
1165,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,4,1
1166,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,27,1,0,0,0,0,4,1
1167,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,27,1,0,0,0,0,0.15,2
1168,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,27,1,0,0,0,0,0.2125,2
1169,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,27,1,0,0,0,0,0.325,2
1170,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,27,1,0,0,0,0,0.4625,2
1171,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,0.55,2
1172,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,0.834,2
1173,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,27,1,0,0,0,0,0.94,2
1174,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,27,1,0,0,0,0,0.064,2
1175,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,27,1,0,0,0,0,0.174,2
1176,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,27,1,0,0,0,0,0.26,2
1177,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,27,1,0,0,0,0,0.32,2
1178,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,0.42,2
1179,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,0.784,2
1180,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,27,1,0,0,0,0,0.94,2
1181,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,27,1,0,0,0,0,0.15,2
1182,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,27,1,0,0,0,0,0.35,2
1183,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,27,1,0,0,0,0,0.35,2
1184,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,27,1,0,0,0,0,0.4875,2
1185,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,0.5875,2
1186,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,1.05,2
1187,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,27,1,0,0,0,0,1.175,2
1188,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,27,1,0,0,0,0,0.25,4
1189,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,27,1,0,0,0,0,0.45,4
1190,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,27,1,0,0,0,0,0.6,4
1191,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,27,1,0,0,0,0,0.75,4
1192,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,0.8,4
1193,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,1.8,4
1194,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,27,1,0,0,0,0,2.15,4
1195,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,27,1,0,0,0,0,0.1,4
1196,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,27,1,0,0,0,0,0.25,4
1197,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,27,1,0,0,0,0,0.4,4
1198,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,27,1,0,0,0,0,0.55,4
1199,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,0.75,4
1200,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,1.8,4
1201,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,27,1,0,0,0,0,2,4
1202,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,27,1,0,0,0,0,0.2,4
1203,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,27,1,0,0,0,0,0.5,4
1204,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,27,1,0,0,0,0,0.6,4
1205,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,27,1,0,0,0,0,0.7,4
1206,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,0.8,4
1207,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,27,1,0,0,0,0,2,4
1208,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,25]","[0,0]","[0,0]",2,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,528.9,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,27,1,0,0,0,0,2.1,4
1209,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,6,1
1210,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,11,1
1211,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,13,1
1212,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,11,1
1213,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,11,1
1214,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,11,1
1215,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,13,1
1216,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,13,1
1217,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,6,1
1218,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,11,1
1219,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,13,1
1220,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,13,1
1221,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,11,1
1222,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,11,1
1223,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,10,1
1224,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,10,1
1225,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,2,1
1226,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,7,1
1227,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,7,1
1228,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,8,1
1229,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,8,1
1230,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,9,1
1231,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,9,1
1232,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,9,1
1233,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,9,1
1234,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,2,1
1235,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,7,1
1236,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,10,1
1237,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,10,1
1238,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,11,1
1239,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,10,1
1240,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,10,1
1241,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,11,1
1242,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,11,1
1243,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,2,1
1244,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,6,1
1245,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,8,1
1246,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,8,1
1247,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,10,1
1248,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,9,1
1249,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,9,1
1250,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,9,1
1251,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,9,1
1252,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.1,2
1253,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.092727273,2
1254,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.113076923,2
1255,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.163636364,2
1256,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.195454545,2
1257,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.222727273,2
1258,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.2,2
1259,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.246153846,2
1260,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1,2
1261,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.1,2
1262,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.109230769,2
1263,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.136923077,2
1264,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.181818182,2
1265,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.207272727,2
1266,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.245,2
1267,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.29,2
1268,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.07,2
1269,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.094285714,2
1270,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.135714286,2
1271,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.1925,2
1272,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.24875,2
1273,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.23,2
1274,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.286666667,2
1275,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.333333333,2
1276,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.374444444,2
1277,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.06,2
1278,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.081428571,2
1279,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.087,2
1280,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.141,2
1281,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.183636364,2
1282,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.227,2
1283,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.213,2
1284,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.254545455,2
1285,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.327272727,2
1286,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.05,2
1287,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.071666667,2
1288,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.0875,2
1289,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.12875,2
1290,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.131,2
1291,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.165555556,2
1292,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.202222222,2
1293,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.241111111,2
1294,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.238888889,2
1295,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
1296,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
1297,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.25,4
1298,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.35,4
1299,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.4,4
1300,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.5,4
1301,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.5,4
1302,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.5,4
1303,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
1304,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.25,4
1305,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.25,4
1306,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.4,4
1307,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.6,4
1308,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.5,4
1309,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.5,4
1310,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.55,4
1311,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.07,4
1312,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
1313,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.17,4
1314,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.27,4
1315,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.4,4
1316,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.35,4
1317,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.45,4
1318,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.5,4
1319,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.6,4
1320,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.07,4
1321,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.17,4
1322,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
1323,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.3,4
1324,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.5,4
1325,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.6,4
1326,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.4,4
1327,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.5,4
1328,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.7,4
1329,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.05,4
1330,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
1331,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
1332,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.2,4
1333,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
1334,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.25,4
1335,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.35,4
1336,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.4,4
1337,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.4,4
1338,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,2,1
1339,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,3,1
1340,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,5,1
1341,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,5,1
1342,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,5,1
1343,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,5,1
1344,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,2,1
1345,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,196.2,28,1,0,0,0,0,3,1
1346,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,4,1
1347,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,4,1
1348,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,4,1
1349,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,5,1
1350,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,1,1
1351,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,196.2,28,1,0,0,0,0,3,1
1352,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,5,1
1353,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,5,1
1354,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,5,1
1355,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,5,1
1356,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,1,1
1357,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,3,1
1358,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,4,1
1359,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,4,1
1360,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,5,1
1361,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,5,1
1362,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.075,2
1363,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,0.166666667,2
1364,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.184,2
1365,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.304,2
1366,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.404,2
1367,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.556,2
1368,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.05,2
1369,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,196.2,28,1,0,0,0,0,0.183333333,2
1370,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.275,2
1371,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.5125,2
1372,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.6,2
1373,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.82,2
1374,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,2
1375,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,196.2,28,1,0,0,0,0,0.126666667,2
1376,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.27,2
1377,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.44,2
1378,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.53,2
1379,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.89,2
1380,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,2
1381,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,0.166666667,2
1382,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,2
1383,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.4075,2
1384,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.46,2
1385,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.62,2
1386,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
1387,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,0.15,4
1388,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.3,4
1389,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.6,4
1390,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.85,4
1391,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,1.25,4
1392,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.05,4
1393,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,196.2,28,1,0,0,0,0,0.25,4
1394,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.4,4
1395,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.85,4
1396,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,1,4
1397,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,1.85,4
1398,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
1399,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,196.2,28,1,0,0,0,0,0.2,4
1400,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.6,4
1401,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.8,4
1402,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,1.15,4
1403,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,2.2,4
1404,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
1405,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,0.2,4
1406,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.25,4
1407,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.63,4
1408,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.9,4
1409,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,1.2,4
1410,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,3,1
1411,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,12,1
1412,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,15,1
1413,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,15,1
1414,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,16,1
1415,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,16,1
1416,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,18,1
1417,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,19,1
1418,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,19,1
1419,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,3,1
1420,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,13,1
1421,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,17,1
1422,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,20,1
1423,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,21,1
1424,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,19,1
1425,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,19,1
1426,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,20,1
1427,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,22,1
1428,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,3,1
1429,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,10,1
1430,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,15,1
1431,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,17,1
1432,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,19,1
1433,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,23,1
1434,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,22,1
1435,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,23,1
1436,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,24,1
1437,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,3,1
1438,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,11,1
1439,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,14,1
1440,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,19,1
1441,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,20,1
1442,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,19,1
1443,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,20,1
1444,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,18,1
1445,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,19,1
1446,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.03,2
1447,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.051666667,2
1448,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.068,2
1449,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.1,2
1450,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.126875,2
1451,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.145,2
1452,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.145,2
1453,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.179473684,2
1454,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.222631579,2
1455,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.043333333,2
1456,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.053846154,2
1457,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.07,2
1458,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.0835,2
1459,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.1,2
1460,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.128421053,2
1461,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.172105263,2
1462,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.1905,2
1463,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.221363636,2
1464,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.043333333,2
1465,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.054,2
1466,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.066666667,2
1467,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.088235294,2
1468,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.093684211,2
1469,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.104782609,2
1470,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.125909091,2
1471,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.14173913,2
1472,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.157916667,2
1473,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.043333333,2
1474,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.056363636,2
1475,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.081428571,2
1476,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.091052632,2
1477,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.1015,2
1478,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.130526316,2
1479,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.1395,2
1480,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.195,2
1481,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.225263158,2
1482,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.03,4
1483,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.07,4
1484,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.1,4
1485,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.15,4
1486,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.2,4
1487,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.25,4
1488,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.25,4
1489,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.4,4
1490,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.45,4
1491,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.05,4
1492,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.1,4
1493,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.13,4
1494,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.17,4
1495,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.2,4
1496,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.2,4
1497,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.3,4
1498,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.3,4
1499,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.4,4
1500,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.05,4
1501,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.1,4
1502,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.13,4
1503,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.17,4
1504,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.2,4
1505,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.25,4
1506,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.3,4
1507,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.4,4
1508,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.45,4
1509,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.05,4
1510,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.1,4
1511,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.17,4
1512,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.25,4
1513,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.25,4
1514,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.25,4
1515,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.35,4
1516,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.4,4
1517,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[40,582]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.5,4
1518,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,1,1
1519,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,10,1
1520,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,15,1
1521,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,15,1
1522,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,17,1
1523,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,18,1
1524,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,20,1
1525,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,21,1
1526,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,23,1
1527,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,22,1
1528,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,1,1
1529,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,13,1
1530,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,14,1
1531,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,16,1
1532,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,18,1
1533,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,19,1
1534,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,22,1
1535,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,23,1
1536,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,22,1
1537,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,23,1
1538,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,1,1
1539,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,12,1
1540,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,14,1
1541,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,16,1
1542,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,16,1
1543,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,17,1
1544,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,17,1
1545,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,17,1
1546,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,18,1
1547,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,20,1
1548,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,1,1
1549,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,10,1
1550,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,14,1
1551,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,16,1
1552,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,16,1
1553,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,17,1
1554,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,17,1
1555,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,18,1
1556,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,16,1
1557,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,19,1
1558,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.1,2
1559,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.068,2
1560,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.082666667,2
1561,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.098,2
1562,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.127647059,2
1563,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.13,2
1564,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1405,2
1565,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.164761905,2
1566,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.194347826,2
1567,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.369090909,2
1568,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.1,2
1569,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.048461538,2
1570,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.077142857,2
1571,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.095,2
1572,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.135,2
1573,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.135789474,2
1574,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.146363636,2
1575,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.17,2
1576,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.22,2
1577,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.432173913,2
1578,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.05,2
1579,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.055833333,2
1580,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.090714286,2
1581,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.119375,2
1582,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.153125,2
1583,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.155882353,2
1584,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.194117647,2
1585,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.230588235,2
1586,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.25,2
1587,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.4625,2
1588,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.05,2
1589,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.058,2
1590,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.078571429,2
1591,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.09375,2
1592,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.1325,2
1593,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.138823529,2
1594,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.170588235,2
1595,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.202222222,2
1596,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.228125,2
1597,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.529473684,2
1598,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.05,4
1599,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.1,4
1600,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.17,4
1601,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.17,4
1602,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.23,4
1603,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.25,4
1604,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.25,4
1605,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.3,4
1606,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.35,4
1607,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,1.3,4
1608,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.05,4
1609,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.07,4
1610,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.13,4
1611,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.15,4
1612,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.17,4
1613,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.2,4
1614,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.25,4
1615,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.27,4
1616,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.3,4
1617,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,1.1,4
1618,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.05,4
1619,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.1,4
1620,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.15,4
1621,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.2,4
1622,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.25,4
1623,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.25,4
1624,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.3,4
1625,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.4,4
1626,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.4,4
1627,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,1.3,4
1628,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.05,4
1629,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.1,4
1630,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.15,4
1631,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.25,4
1632,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.25,4
1633,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.3,4
1634,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.3,4
1635,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.35,4
1636,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.4,4
1637,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,1.4,4
1638,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,2,1
1639,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,12,1
1640,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,14,1
1641,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,14,1
1642,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,14,1
1643,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,2,1
1644,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,12,1
1645,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,14,1
1646,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,15,1
1647,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,16,1
1648,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,14,1
1649,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,14,1
1650,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,15,1
1651,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,16,1
1652,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,2,1
1653,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,11,1
1654,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,13,1
1655,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,15,1
1656,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,14,1
1657,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,14,1
1658,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,196.2,28,1,0,0,0,0,14,1
1659,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,15,1
1660,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,16,1
1661,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,1,1
1662,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,8,1
1663,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,15,1
1664,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,16,1
1665,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,19,1
1666,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,2,1
1667,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,11,1
1668,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,18,1
1669,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,21,1
1670,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,21,1
1671,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,22,1
1672,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,24,1
1673,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,24,1
1674,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,26,1
1675,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,2,1
1676,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,11,1
1677,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,17,1
1678,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,18,1
1679,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,18,1
1680,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,18,1
1681,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,18,1
1682,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,18,1
1683,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,18,1
1684,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.05,2
1685,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.049166667,2
1686,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.085,2
1687,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.127857143,2
1688,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.140714286,2
1689,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.05,2
1690,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.056666667,2
1691,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.096428571,2
1692,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.132,2
1693,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.143125,2
1694,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.209285714,2
1695,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,0.22125,2
1696,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.258666667,2
1697,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.374705882,2
1698,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.075,2
1699,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.071818182,2
1700,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.103076923,2
1701,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.13,2
1702,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.172857143,2
1703,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.204285714,2
1704,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,196.2,28,1,0,0,0,0,0.224285714,2
1705,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.272,2
1706,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.434375,2
1707,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.07,2
1708,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.0725,2
1709,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.070666667,2
1710,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.083125,2
1711,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.1,2
1712,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.065,2
1713,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.053636364,2
1714,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.066666667,2
1715,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.075714286,2
1716,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.102857143,2
1717,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.119545455,2
1718,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,0.14,2
1719,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.16,2
1720,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.234230769,2
1721,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.09,2
1722,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.053636364,2
1723,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.068235294,2
1724,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.098888889,2
1725,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.137777778,2
1726,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.130555556,2
1727,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,0.172777778,2
1728,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.193888889,2
1729,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.346666667,2
1730,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.05,4
1731,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
1732,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
1733,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.27,4
1734,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.3,4
1735,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.05,4
1736,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
1737,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
1738,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
1739,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.25,4
1740,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.45,4
1741,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,0.5,4
1742,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.6,4
1743,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,1.2,4
1744,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
1745,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.17,4
1746,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
1747,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
1748,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.35,4
1749,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.4,4
1750,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,196.2,28,1,0,0,0,0,0.5,4
1751,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.6,4
1752,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,1.2,4
1753,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.07,4
1754,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
1755,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
1756,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
1757,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.3,4
1758,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
1759,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
1760,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.25,4
1761,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
1762,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.35,4
1763,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.45,4
1764,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,0.5,4
1765,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.5,4
1766,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.85,4
1767,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.13,4
1768,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
1769,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
1770,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.15,4
1771,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.35,4
1772,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.3,4
1773,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,196.2,28,1,0,0,0,0,0.45,4
1774,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.5,4
1775,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,440.3,"[10,10]","[555,585]","[2,8]",[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,1,4
1776,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,13,1
1777,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,13,1
1778,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,14,1
1779,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,15,1
1780,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,28,1,0,0,0,0,17,1
1781,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,17,1
1782,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,17,1
1783,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,18,1
1784,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,12,1
1785,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,13,1
1786,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,14,1
1787,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,15,1
1788,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,28,1,0,0,0,0,15,1
1789,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,15,1
1790,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,16,1
1791,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,16,1
1792,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,8,1
1793,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,11,1
1794,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,11,1
1795,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,12,1
1796,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,28,1,0,0,0,0,11,1
1797,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,14,1
1798,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,13,1
1799,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,13,1
1800,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,9,1
1801,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,11,1
1802,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,11,1
1803,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,12,1
1804,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,28,1,0,0,0,0,12,1
1805,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,12,1
1806,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,12,1
1807,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,12,1
1808,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.036923077,2
1809,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.066153846,2
1810,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.089285714,2
1811,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.133333333,2
1812,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,28,1,0,0,0,0,0.152941176,2
1813,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.184117647,2
1814,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.234705882,2
1815,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.314444444,2
1816,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.05,2
1817,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.076153846,2
1818,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.122857143,2
1819,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.176666667,2
1820,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,28,1,0,0,0,0,0.190666667,2
1821,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.215333333,2
1822,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.274375,2
1823,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.346875,2
1824,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.0825,2
1825,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.121818182,2
1826,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.148181818,2
1827,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.206666667,2
1828,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,28,1,0,0,0,0,0.238181818,2
1829,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.252857143,2
1830,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.345384615,2
1831,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.453076923,2
1832,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.076666667,2
1833,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.13,2
1834,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.162727273,2
1835,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.2425,2
1836,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,28,1,0,0,0,0,0.239166667,2
1837,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.289166667,2
1838,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.410833333,2
1839,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.538333333,2
1840,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.07,4
1841,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.15,4
1842,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.2,4
1843,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.3,4
1844,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,28,1,0,0,0,0,0.35,4
1845,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.4,4
1846,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.5,4
1847,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.75,4
1848,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.07,4
1849,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.13,4
1850,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.2,4
1851,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.3,4
1852,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,28,1,0,0,0,0,0.3,4
1853,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.45,4
1854,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.5,4
1855,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.75,4
1856,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.15,4
1857,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.2,4
1858,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.2,4
1859,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.3,4
1860,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,28,1,0,0,0,0,0.33,4
1861,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.43,4
1862,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.55,4
1863,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.73,4
1864,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.15,4
1865,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.2,4
1866,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.27,4
1867,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.35,4
1868,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,28,1,0,0,0,0,0.4,4
1869,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.45,4
1870,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.63,4
1871,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[582],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.8,4
1872,2,R3,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,8,1,0,0,0,0,4,1
1873,2,R3,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,8,1,0,0,0,0,11,1
1874,2,R3,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,294.3,8,1,0,0,0,0,11,1
1875,2,R3,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,8,1,0,0,0,0,11,1
1876,2,R3,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,8,1,0,0,0,0,11,1
1877,2,R3,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,8,1,0,0,0,0,11,1
1878,2,R3,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,8,1,0,0,0,0,11,1
1879,2,R3,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,8,1,0,0,0,0,11,1
1880,2,R3,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,539.55,8,1,0,0,0,0,11,1
1881,2,R3,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,98.1,8,1,0,0,0,0,11,1
1882,2,R3,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,8,1,0,0,0,0,0.08,2
1883,2,R3,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,8,1,0,0,0,0,0.103846154,2
1884,2,R3,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,294.3,8,1,0,0,0,0,0.124117647,2
1885,2,R3,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,8,1,0,0,0,0,0.182941176,2
1886,2,R3,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,8,1,0,0,0,0,0.195294118,2
1887,2,R3,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,8,1,0,0,0,0,0.208823529,2
1888,2,R3,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,8,1,0,0,0,0,0.274705882,2
1889,2,R3,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,8,1,0,0,0,0,0.361764706,2
1890,2,R3,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,539.55,8,1,0,0,0,0,0.405555556,2
1891,2,R3,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,98.1,8,1,0,0,0,0,1.091111111,2
1892,2,R3,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,8,1,0,0,0,0,0.1,4
1893,2,R3,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,8,1,0,0,0,0,0.15,4
1894,2,R3,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,294.3,8,1,0,0,0,0,0.2,4
1895,2,R3,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,8,1,0,0,0,0,0.33,4
1896,2,R3,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,8,1,0,0,0,0,0.33,4
1897,2,R3,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,8,1,0,0,0,0,0.37,4
1898,2,R3,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,8,1,0,0,0,0,0.57,4
1899,2,R3,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,8,1,0,0,0,0,0.8,4
1900,2,R3,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,539.55,8,1,0,0,0,0,1,4
1901,2,R3,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,98.1,8,1,0,0,0,0,2.5,4
1902,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,2,1
1903,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,9,1
1904,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,13,1
1905,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,14,1
1906,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,14,1
1907,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,13,1
1908,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,13,1
1909,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,14,1
1910,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,14,1
1911,2,R33,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,14,1
1912,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,2,1
1913,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,9,1
1914,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,12,1
1915,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,13,1
1916,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,13,1
1917,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,12,1
1918,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,12,1
1919,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,12,1
1920,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,12,1
1921,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,2,1
1922,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,9,1
1923,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,12,1
1924,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,12,1
1925,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,12,1
1926,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,14,1
1927,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,14,1
1928,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,16,1
1929,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,17,1
1930,2,R33,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,17,1
1931,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,2,1
1932,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,8,1
1933,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,10,1
1934,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,10,1
1935,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,13,1
1936,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,13,1
1937,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,13,1
1938,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,13,1
1939,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,13,1
1940,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.06,2
1941,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.096666667,2
1942,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.123076923,2
1943,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.157857143,2
1944,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.198571429,2
1945,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.226153846,2
1946,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.271538462,2
1947,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.287857143,2
1948,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.368571429,2
1949,2,R33,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.506428571,2
1950,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.085,2
1951,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.097777778,2
1952,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.121666667,2
1953,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.166153846,2
1954,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.212307692,2
1955,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.264166667,2
1956,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.268333333,2
1957,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.358333333,2
1958,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.415,2
1959,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.09,2
1960,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.111111111,2
1961,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.12,2
1962,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.165833333,2
1963,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.200833333,2
1964,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.193571429,2
1965,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.232857143,2
1966,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.23375,2
1967,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.275294118,2
1968,2,R33,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.387058824,2
1969,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.075,2
1970,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.14,2
1971,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.168,2
1972,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.214,2
1973,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.197692308,2
1974,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.223846154,2
1975,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.268461538,2
1976,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.316153846,2
1977,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.407692308,2
1978,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.07,4
1979,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.23,4
1980,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
1981,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.35,4
1982,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.4,4
1983,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.4,4
1984,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.5,4
1985,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.6,4
1986,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.7,4
1987,2,R33,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.95,4
1988,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.1,4
1989,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.15,4
1990,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.2,4
1991,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.3,4
1992,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.4,4
1993,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.5,4
1994,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.5,4
1995,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.6,4
1996,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.7,4
1997,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.13,4
1998,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.25,4
1999,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
2000,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.37,4
2001,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.4,4
2002,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.45,4
2003,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.55,4
2004,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,28,1,0,0,0,0,0.6,4
2005,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.65,4
2006,2,R33,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.9,4
2007,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.1,4
2008,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.2,4
2009,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
2010,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.35,4
2011,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.35,4
2012,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.4,4
2013,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.5,4
2014,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,28,1,0,0,0,0,0.5,4
2015,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,524.7,[16],[584],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.65,4
2016,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,3,1
2017,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,33,1,0,0,0,0,9,1
2018,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,33,1,0,0,0,0,12,1
2019,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,33,1,0,0,0,0,14,1
2020,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,33,1,0,0,0,0,14,1
2021,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,33,1,0,0,0,0,16,1
2022,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,16,1
2023,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,4,1
2024,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,33,1,0,0,0,0,10,1
2025,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,33,1,0,0,0,0,10,1
2026,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,33,1,0,0,0,0,12,1
2027,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,33,1,0,0,0,0,14,1
2028,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,33,1,0,0,0,0,14,1
2029,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,15,1
2030,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,3,1
2031,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,33,1,0,0,0,0,9,1
2032,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,33,1,0,0,0,0,12,1
2033,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,33,1,0,0,0,0,12,1
2034,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,33,1,0,0,0,0,13,1
2035,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,33,1,0,0,0,0,13,1
2036,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,12,1
2037,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,2,1
2038,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,33,1,0,0,0,0,10,1
2039,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,33,1,0,0,0,0,12,1
2040,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,33,1,0,0,0,0,14,1
2041,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,33,1,0,0,0,0,14,1
2042,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,33,1,0,0,0,0,14,1
2043,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,14,1
2044,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,0.06,2
2045,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,33,1,0,0,0,0,0.068888889,2
2046,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,33,1,0,0,0,0,0.094166667,2
2047,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,33,1,0,0,0,0,0.105714286,2
2048,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,33,1,0,0,0,0,0.140714286,2
2049,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,33,1,0,0,0,0,0.14375,2
2050,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,0.173125,2
2051,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,0.06,2
2052,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,33,1,0,0,0,0,0.084,2
2053,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,33,1,0,0,0,0,0.129,2
2054,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,33,1,0,0,0,0,0.146666667,2
2055,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,33,1,0,0,0,0,0.162142857,2
2056,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,33,1,0,0,0,0,0.168571429,2
2057,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,0.191333333,2
2058,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,0.043333333,2
2059,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,33,1,0,0,0,0,0.095555556,2
2060,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,33,1,0,0,0,0,0.105,2
2061,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,33,1,0,0,0,0,0.15,2
2062,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,33,1,0,0,0,0,0.169230769,2
2063,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,33,1,0,0,0,0,0.206923077,2
2064,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,0.255833333,2
2065,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,0.05,2
2066,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,33,1,0,0,0,0,0.061,2
2067,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,33,1,0,0,0,0,0.114166667,2
2068,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,33,1,0,0,0,0,0.125,2
2069,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,33,1,0,0,0,0,0.17,2
2070,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,33,1,0,0,0,0,0.204285714,2
2071,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,0.239285714,2
2072,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,0.1,4
2073,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,33,1,0,0,0,0,0.13,4
2074,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,33,1,0,0,0,0,0.23,4
2075,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,33,1,0,0,0,0,0.25,4
2076,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,33,1,0,0,0,0,0.3,4
2077,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,33,1,0,0,0,0,0.45,4
2078,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,0.5,4
2079,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,0.13,4
2080,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,33,1,0,0,0,0,0.25,4
2081,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,33,1,0,0,0,0,0.33,4
2082,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,33,1,0,0,0,0,0.4,4
2083,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,33,1,0,0,0,0,0.5,4
2084,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,33,1,0,0,0,0,0.5,4
2085,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,0.6,4
2086,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,0.05,4
2087,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,33,1,0,0,0,0,0.15,4
2088,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,33,1,0,0,0,0,0.25,4
2089,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,147.15,33,1,0,0,0,0,0.3,4
2090,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,33,1,0,0,0,0,0.35,4
2091,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,33,1,0,0,0,0,0.5,4
2092,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,33,1,0,0,0,0,0.6,4
2093,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,0.05,4
2094,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,33,1,0,0,0,0,0.17,4
2095,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,33,1,0,0,0,0,0.3,4
2096,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,147.15,33,1,0,0,0,0,0.4,4
2097,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,33,1,0,0,0,0,0.5,4
2098,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,33,1,0,0,0,0,0.6,4
2099,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,31]","[0,0]","[0,0]",2,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[590],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,33,1,0,0,0,0,0.65,4
2100,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,1,1
2101,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,12,1
2102,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,23,1,0,0,0,0,16,1
2103,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,23,1,0,0,0,0,20,1
2104,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,23,1,0,0,0,0,23,1
2105,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,23,1
2106,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,23,1
2107,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,22,1
2108,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,23,1
2109,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,26,1
2110,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,2,1
2111,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,14,1
2112,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,23,1,0,0,0,0,17,1
2113,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,23,1,0,0,0,0,18,1
2114,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,23,1,0,0,0,0,19,1
2115,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,18,1
2116,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,19,1
2117,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,19,1
2118,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,16,1
2119,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,16,1
2120,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,11,1
2121,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,23,1,0,0,0,0,12,1
2122,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,23,1,0,0,0,0,13,1
2123,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,23,1,0,0,0,0,14,1
2124,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,13,1
2125,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,14,1
2126,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,14,1
2127,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,13,1
2128,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,16,1
2129,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,10,1
2130,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,23,1,0,0,0,0,11,1
2131,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,23,1,0,0,0,0,12,1
2132,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,23,1,0,0,0,0,14,1
2133,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,14,1
2134,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,15,1
2135,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,18,1
2136,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,17,1
2137,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,15,1
2138,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,0.03,2
2139,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,0.044166667,2
2140,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,23,1,0,0,0,0,0.0575,2
2141,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,23,1,0,0,0,0,0.0685,2
2142,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,23,1,0,0,0,0,0.07826087,2
2143,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,0.085652174,2
2144,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,0.103043478,2
2145,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,0.131818182,2
2146,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.174347826,2
2147,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,0.245,2
2148,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.03,2
2149,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,0.049285714,2
2150,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,23,1,0,0,0,0,0.064705882,2
2151,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,23,1,0,0,0,0,0.091111111,2
2152,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,23,1,0,0,0,0,0.113157895,2
2153,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,0.135,2
2154,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,0.154736842,2
2155,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,0.19,2
2156,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.298125,2
2157,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.38875,2
2158,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,0.043636364,2
2159,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,23,1,0,0,0,0,0.066666667,2
2160,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,23,1,0,0,0,0,0.091538462,2
2161,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,23,1,0,0,0,0,0.111428571,2
2162,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,0.137692308,2
2163,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,0.153571429,2
2164,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,0.192142857,2
2165,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.261538462,2
2166,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,0.3275,2
2167,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,0.072,2
2168,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,23,1,0,0,0,0,0.089090909,2
2169,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,23,1,0,0,0,0,0.118333333,2
2170,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,23,1,0,0,0,0,0.144285714,2
2171,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,0.141428571,2
2172,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,0.167333333,2
2173,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,0.181111111,2
2174,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.231176471,2
2175,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.411333333,2
2176,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,0.03,4
2177,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,0.1,4
2178,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,23,1,0,0,0,0,0.13,4
2179,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,23,1,0,0,0,0,0.2,4
2180,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,23,1,0,0,0,0,0.2,4
2181,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,0.25,4
2182,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,0.3,4
2183,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,0.35,4
2184,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.45,4
2185,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,0.65,4
2186,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.03,4
2187,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,0.1,4
2188,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,23,1,0,0,0,0,0.15,4
2189,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,23,1,0,0,0,0,0.2,4
2190,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,23,1,0,0,0,0,0.23,4
2191,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,0.3,4
2192,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,0.3,4
2193,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,0.4,4
2194,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.53,4
2195,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.75,4
2196,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,0.1,4
2197,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,23,1,0,0,0,0,0.13,4
2198,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,23,1,0,0,0,0,0.17,4
2199,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,490.5,23,1,0,0,0,0,0.25,4
2200,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,0.3,4
2201,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,0.3,4
2202,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,0.4,4
2203,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.5,4
2204,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,0.75,4
2205,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,0.1,4
2206,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,23,1,0,0,0,0,0.13,4
2207,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,23,1,0,0,0,0,0.2,4
2208,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,490.5,23,1,0,0,0,0,0.25,4
2209,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,0.3,4
2210,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,0.35,4
2211,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,0.45,4
2212,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.55,4
2213,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,480.5,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.85,4
2214,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,25,1,0,0,0,0,6,1
2215,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,25,1,0,0,0,0,8,1
2216,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,25,1,0,0,0,0,8,1
2217,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,25,1,0,0,0,0,9,1
2218,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,25,1,0,0,0,0,9,1
2219,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,25,1,0,0,0,0,9,1
2220,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,25,1,0,0,0,0,9,1
2221,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,25,1,0,0,0,0,9,1
2222,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,25,1,0,0,0,0,11,1
2223,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,25,1,0,0,0,0,7,1
2224,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,25,1,0,0,0,0,8,1
2225,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,25,1,0,0,0,0,9,1
2226,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,25,1,0,0,0,0,9,1
2227,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,25,1,0,0,0,0,9,1
2228,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,25,1,0,0,0,0,10,1
2229,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,25,1,0,0,0,0,10,1
2230,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,25,1,0,0,0,0,10,1
2231,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,25,1,0,0,0,0,10,1
2232,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,25,1,0,0,0,0,6,1
2233,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,25,1,0,0,0,0,9,1
2234,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,25,1,0,0,0,0,9,1
2235,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,25,1,0,0,0,0,9,1
2236,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,25,1,0,0,0,0,10,1
2237,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,25,1,0,0,0,0,11,1
2238,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,25,1,0,0,0,0,11,1
2239,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,25,1,0,0,0,0,11,1
2240,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,25,1,0,0,0,0,12,1
2241,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,25,1,0,0,0,0,6,1
2242,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,25,1,0,0,0,0,8,1
2243,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,25,1,0,0,0,0,8,1
2244,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,25,1,0,0,0,0,9,1
2245,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,25,1,0,0,0,0,9,1
2246,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,25,1,0,0,0,0,9,1
2247,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,25,1,0,0,0,0,9,1
2248,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,25,1,0,0,0,0,9,1
2249,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,25,1,0,0,0,0,10,1
2250,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,25,1,0,0,0,0,0.125,2
2251,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,25,1,0,0,0,0,0.1775,2
2252,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,25,1,0,0,0,0,0.2425,2
2253,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,25,1,0,0,0,0,0.314444444,2
2254,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,25,1,0,0,0,0,0.385555556,2
2255,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,25,1,0,0,0,0,0.427777778,2
2256,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,25,1,0,0,0,0,0.48,2
2257,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,25,1,0,0,0,0,0.572222222,2
2258,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,25,1,0,0,0,0,0.533636364,2
2259,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,25,1,0,0,0,0,0.104285714,2
2260,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,25,1,0,0,0,0,0.16,2
2261,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,25,1,0,0,0,0,0.191111111,2
2262,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,25,1,0,0,0,0,0.272222222,2
2263,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,25,1,0,0,0,0,0.324444444,2
2264,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,25,1,0,0,0,0,0.332,2
2265,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,25,1,0,0,0,0,0.397,2
2266,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,25,1,0,0,0,0,0.44,2
2267,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,25,1,0,0,0,0,0.5,2
2268,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,25,1,0,0,0,0,0.108333333,2
2269,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,25,1,0,0,0,0,0.143333333,2
2270,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,25,1,0,0,0,0,0.188888889,2
2271,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,25,1,0,0,0,0,0.266666667,2
2272,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,25,1,0,0,0,0,0.296,2
2273,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,25,1,0,0,0,0,0.277272727,2
2274,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,25,1,0,0,0,0,0.310909091,2
2275,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,25,1,0,0,0,0,0.340909091,2
2276,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,25,1,0,0,0,0,0.429166667,2
2277,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,25,1,0,0,0,0,0.096666667,2
2278,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,25,1,0,0,0,0,0.13625,2
2279,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,25,1,0,0,0,0,0.24375,2
2280,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,25,1,0,0,0,0,0.316666667,2
2281,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,25,1,0,0,0,0,0.364444444,2
2282,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,25,1,0,0,0,0,0.388888889,2
2283,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,25,1,0,0,0,0,0.466666667,2
2284,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,25,1,0,0,0,0,0.538888889,2
2285,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,25,1,0,0,0,0,0.585,2
2286,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,25,1,0,0,0,0,0.17,4
2287,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,25,1,0,0,0,0,0.3,4
2288,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,25,1,0,0,0,0,0.4,4
2289,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,25,1,0,0,0,0,0.55,4
2290,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,25,1,0,0,0,0,0.6,4
2291,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,25,1,0,0,0,0,0.75,4
2292,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,25,1,0,0,0,0,0.85,4
2293,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,25,1,0,0,0,0,0.95,4
2294,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,25,1,0,0,0,0,1,4
2295,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,25,1,0,0,0,0,0.15,4
2296,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,25,1,0,0,0,0,0.25,4
2297,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,25,1,0,0,0,0,0.35,4
2298,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,25,1,0,0,0,0,0.5,4
2299,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,25,1,0,0,0,0,0.5,4
2300,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,25,1,0,0,0,0,0.5,4
2301,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,25,1,0,0,0,0,0.65,4
2302,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,25,1,0,0,0,0,0.75,4
2303,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,25,1,0,0,0,0,0.75,4
2304,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,25,1,0,0,0,0,0.2,4
2305,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,343.35,25,1,0,0,0,0,0.25,4
2306,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,25,1,0,0,0,0,0.35,4
2307,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,25,1,0,0,0,0,0.5,4
2308,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,25,1,0,0,0,0,0.55,4
2309,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,25,1,0,0,0,0,0.55,4
2310,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,25,1,0,0,0,0,0.6,4
2311,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,25,1,0,0,0,0,0.65,4
2312,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,25,1,0,0,0,0,0.8,4
2313,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,25,1,0,0,0,0,0.15,4
2314,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,343.35,25,1,0,0,0,0,0.23,4
2315,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,25,1,0,0,0,0,0.4,4
2316,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,25,1,0,0,0,0,0.5,4
2317,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,25,1,0,0,0,0,0.55,4
2318,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,25,1,0,0,0,0,0.55,4
2319,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,25,1,0,0,0,0,0.75,4
2320,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,25,1,0,0,0,0,0.8,4
2321,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,23]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[579],[1],[0],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,25,1,0,0,0,0,0.95,4
2322,2,R4,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,8,1,0,0,0,0,1,1
2323,2,R4,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,8,1,0,0,0,0,17,1
2324,2,R4,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,8,1,0,0,0,0,18,1
2325,2,R4,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,49.05,8,1,0,0,0,0,21,1
2326,2,R4,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,8,1,0,0,0,0,21,1
2327,2,R4,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,8,1,0,0,0,0,22,1
2328,2,R4,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,196.2,8,1,0,0,0,0,22,1
2329,2,R4,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,8,1,0,0,0,0,22,1
2330,2,R4,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,8,1,0,0,0,0,0.03,2
2331,2,R4,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,8,1,0,0,0,0,0.049444444,2
2332,2,R4,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,8,1,0,0,0,0,0.079090909,2
2333,2,R4,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,49.05,8,1,0,0,0,0,0.106,2
2334,2,R4,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,8,1,0,0,0,0,0.094137931,2
2335,2,R4,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,8,1,0,0,0,0,0.1025,2
2336,2,R4,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,196.2,8,1,0,0,0,0,0.126,2
2337,2,R4,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,8,1,0,0,0,0,0.1425,2
2338,2,R4,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,8,1,0,0,0,0,0.03,4
2339,2,R4,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,8,1,0,0,0,0,0.07,4
2340,2,R4,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,8,1,0,0,0,0,0.13,4
2341,2,R4,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,49.05,8,1,0,0,0,0,0.15,4
2342,2,R4,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,8,1,0,0,0,0,0.2,4
2343,2,R4,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,8,1,0,0,0,0,0.2,4
2344,2,R4,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,196.2,8,1,0,0,0,0,0.25,4
2345,2,R4,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,6]","[0,0]","[0,0]",2,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,8,1,0,0,0,0,0.25,4
2346,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,1,1
2347,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,11,1
2348,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,13,1
2349,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,15,1
2350,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,15,1
2351,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,15,1
2352,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,15,1
2353,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,15,1
2354,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,1,1
2355,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,11,1
2356,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,12,1
2357,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,15,1
2358,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,17,1
2359,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,20,1
2360,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,20,1
2361,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,21,1
2362,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,1,1
2363,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,10,1
2364,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,12,1
2365,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,13,1
2366,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,29,1
2367,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,20,1
2368,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,22,1
2369,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,24,1
2370,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,1,1
2371,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,8,1
2372,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,12,1
2373,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,13,1
2374,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,15,1
2375,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,14,1
2376,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,17,1
2377,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,17,1
2378,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.03,2
2379,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.053636364,2
2380,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.100769231,2
2381,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.122666667,2
2382,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.189333333,2
2383,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.189333333,2
2384,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.222,2
2385,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.266666667,2
2386,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.05,2
2387,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.066363636,2
2388,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.1025,2
2389,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.129333333,2
2390,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.1495,2
2391,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.1495,2
2392,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.1945,2
2393,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.22952381,2
2394,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.05,2
2395,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.069,2
2396,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.090833333,2
2397,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.106923077,2
2398,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.1355,2
2399,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.1355,2
2400,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.153181818,2
2401,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.190416667,2
2402,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.03,2
2403,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.04625,2
2404,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.058333333,2
2405,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.098461538,2
2406,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.152142857,2
2407,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.152142857,2
2408,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.145294118,2
2409,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.201764706,2
2410,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.03,4
2411,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
2412,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.17,4
2413,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.23,4
2414,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.45,4
2415,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.45,4
2416,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.45,4
2417,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.57,4
2418,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
2419,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
2420,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
2421,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
2422,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.35,4
2423,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.35,4
2424,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.4,4
2425,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.5,4
2426,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
2427,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
2428,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
2429,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
2430,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.37,4
2431,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.37,4
2432,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.45,4
2433,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.7,4
2434,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.03,4
2435,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.07,4
2436,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
2437,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
2438,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.3,4
2439,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.3,4
2440,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.3,4
2441,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,26]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,"[0,16]","[38,584]","[2,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.4,4
2442,2,R5,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,47,1,0,0,0,0,5,1
2443,2,R5,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,47,1,0,0,0,0,15,1
2444,2,R5,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,47,1,0,0,0,0,16,1
2445,2,R5,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,47,1,0,0,0,0,17,1
2446,2,R5,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,47,1,0,0,0,0,19,1
2447,2,R5,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,47,1,0,0,0,0,19,1
2448,2,R5,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,47,1,0,0,0,0,19,1
2449,2,R5,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,245.25,47,1,0,0,0,0,19,1
2450,2,R5,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,47,1,0,0,0,0,19,1
2451,2,R5,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,47,1,0,0,0,0,19,1
2452,2,R5,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,47,1,0,0,0,0,0.038,2
2453,2,R5,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,47,1,0,0,0,0,0.044736842,2
2454,2,R5,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,47,1,0,0,0,0,0.062608696,2
2455,2,R5,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,47,1,0,0,0,0,0.075769231,2
2456,2,R5,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,47,1,0,0,0,0,0.089,2
2457,2,R5,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,47,1,0,0,0,0,0.092,2
2458,2,R5,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,47,1,0,0,0,0,0.112333333,2
2459,2,R5,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,245.25,47,1,0,0,0,0,0.120967742,2
2460,2,R5,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,47,1,0,0,0,0,0.172068966,2
2461,2,R5,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,47,1,0,0,0,0,0.180740741,2
2462,2,R5,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,47,1,0,0,0,0,0.05,4
2463,2,R5,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,47,1,0,0,0,0,0.07,4
2464,2,R5,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,47,1,0,0,0,0,0.13,4
2465,2,R5,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,47,1,0,0,0,0,0.13,4
2466,2,R5,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,47,1,0,0,0,0,0.15,4
2467,2,R5,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,47,1,0,0,0,0,0.17,4
2468,2,R5,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,47,1,0,0,0,0,0.2,4
2469,2,R5,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,245.25,47,1,0,0,0,0,0.2,4
2470,2,R5,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,47,1,0,0,0,0,0.4,4
2471,2,R5,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,45]","[0,0]","[0,0]",2,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,522.7,[16],[587],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,47,1,0,0,0,0,0.5,4
2472,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,4,1
2473,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,9,1
2474,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,16,1
2475,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,16,1
2476,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,29,1,0,0,0,0,18,1
2477,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,29,1,0,0,0,0,21,1
2478,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,22,1
2479,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,23,1
2480,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,28,1
2481,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,28,1
2482,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,3,1
2483,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,10,1
2484,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,29,1,0,0,0,0,15,1
2485,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,15,1
2486,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,29,1,0,0,0,0,16,1
2487,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,29,1,0,0,0,0,16,1
2488,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,29,1,0,0,0,0,16,1
2489,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,16,1
2490,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,16,1
2491,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,16,1
2492,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,4,1
2493,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,10,1
2494,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,17,1
2495,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,18,1
2496,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,29,1,0,0,0,0,20,1
2497,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,29,1,0,0,0,0,22,1
2498,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,26,1
2499,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,26,1
2500,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,26,1
2501,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,27,1
2502,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,5,1
2503,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,12,1
2504,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,29,1,0,0,0,0,15,1
2505,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,17,1
2506,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,29,1,0,0,0,0,17,1
2507,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,29,1,0,0,0,0,17,1
2508,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,29,1,0,0,0,0,16,1
2509,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,16,1
2510,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,16,1
2511,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,16,1
2512,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.015,2
2513,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.054444444,2
2514,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,0.0725,2
2515,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.100625,2
2516,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,29,1,0,0,0,0,0.106111111,2
2517,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,29,1,0,0,0,0,0.100952381,2
2518,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,0.119545455,2
2519,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.143913043,2
2520,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.132142857,2
2521,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.184285714,2
2522,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.036666667,2
2523,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,0.068,2
2524,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,29,1,0,0,0,0,0.105333333,2
2525,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,0.146666667,2
2526,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,29,1,0,0,0,0,0.190625,2
2527,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,29,1,0,0,0,0,0.205625,2
2528,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,29,1,0,0,0,0,0.2325,2
2529,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,0.27125,2
2530,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,0.298125,2
2531,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.385625,2
2532,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.035,2
2533,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.049,2
2534,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,0.074705882,2
2535,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.087777778,2
2536,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,29,1,0,0,0,0,0.0965,2
2537,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,29,1,0,0,0,0,0.107727273,2
2538,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,0.108846154,2
2539,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.124230769,2
2540,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.137307692,2
2541,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.171111111,2
2542,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.026,2
2543,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,0.055,2
2544,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,29,1,0,0,0,0,0.101333333,2
2545,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,0.126470588,2
2546,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,29,1,0,0,0,0,0.166470588,2
2547,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,29,1,0,0,0,0,0.173529412,2
2548,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,29,1,0,0,0,0,0.225,2
2549,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,0.253125,2
2550,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,0.291875,2
2551,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.36375,2
2552,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.03,4
2553,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.1,4
2554,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,0.15,4
2555,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.17,4
2556,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,29,1,0,0,0,0,0.2,4
2557,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,29,1,0,0,0,0,0.2,4
2558,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,0.23,4
2559,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.25,4
2560,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.25,4
2561,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.6,4
2562,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.05,4
2563,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,0.1,4
2564,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,29,1,0,0,0,0,0.17,4
2565,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,0.25,4
2566,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,29,1,0,0,0,0,0.35,4
2567,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,29,1,0,0,0,0,0.4,4
2568,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,29,1,0,0,0,0,0.45,4
2569,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,0.45,4
2570,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,0.45,4
2571,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,1.3,4
2572,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.05,4
2573,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.1,4
2574,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,0.15,4
2575,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,29,1,0,0,0,0,0.17,4
2576,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,29,1,0,0,0,0,0.2,4
2577,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,98.1,29,1,0,0,0,0,0.2,4
2578,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,0.25,4
2579,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.3,4
2580,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.3,4
2581,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.65,4
2582,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.05,4
2583,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,0.15,4
2584,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,29,1,0,0,0,0,0.2,4
2585,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,29,1,0,0,0,0,0.25,4
2586,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,29,1,0,0,0,0,0.37,4
2587,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,98.1,29,1,0,0,0,0,0.37,4
2588,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,29,1,0,0,0,0,0.45,4
2589,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,0.5,4
2590,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,0.6,4
2591,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,27]","[0,0]","[0,0]",2,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,505.3,"[0,16]","[42,580]","[2,4]","[28,28]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,1.35,4
2592,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,2,1
2593,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,5,1
2594,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,9,1
2595,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,11,1
2596,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,13,1
2597,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,13,1
2598,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,13,1
2599,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,13,1
2600,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2601,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,2,1
2602,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,5,1
2603,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,8,1
2604,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,10,1
2605,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,12,1
2606,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,12,1
2607,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,12,1
2608,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2609,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2610,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,2,1
2611,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,5,1
2612,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,8,1
2613,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,10,1
2614,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,12,1
2615,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,12,1
2616,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,12,1
2617,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2618,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2619,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,2,1
2620,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,5,1
2621,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,8,1
2622,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,10,1
2623,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,12,1
2624,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,12,1
2625,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,12,1
2626,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2627,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2628,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,2,1
2629,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,5,1
2630,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,8,1
2631,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,10,1
2632,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,12,1
2633,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,13,1
2634,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,12,1
2635,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2636,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2637,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,2,1
2638,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,5,1
2639,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,347.7645,32,1,0,0,0,0,9,1
2640,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,397.305,32,1,0,0,0,0,10,1
2641,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,105.6537,32,1,0,0,0,0,12,1
2642,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,158.5296,32,1,0,0,0,0,12,1
2643,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,211.4055,32,1,0,0,0,0,12,1
2644,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2645,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2646,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,3,1
2647,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,5,1
2648,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,347.7645,32,1,0,0,0,0,8,1
2649,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,397.305,32,1,0,0,0,0,10,1
2650,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,105.6537,32,1,0,0,0,0,9,1
2651,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,158.5296,32,1,0,0,0,0,9,1
2652,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,211.4055,32,1,0,0,0,0,9,1
2653,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,9,1
2654,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,10,1
2655,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,3,1
2656,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,4,1
2657,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,8,1
2658,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,9,1
2659,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,10,1
2660,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,10,1
2661,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,10,1
2662,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,11,1
2663,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2664,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,3,1
2665,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,4,1
2666,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,8,1
2667,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,10,1
2668,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,11,1
2669,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,12,1
2670,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,13,1
2671,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,14,1
2672,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,15,1
2673,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,3,1
2674,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,4,1
2675,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,8,1
2676,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,10,1
2677,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,10,1
2678,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,10,1
2679,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,10,1
2680,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,11,1
2681,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2682,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,2,1
2683,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,3,1
2684,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,7,1
2685,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,10,1
2686,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,11,1
2687,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,10,1
2688,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,10,1
2689,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,11,1
2690,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2691,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,4,1
2692,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,5,1
2693,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,9,1
2694,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,10,1
2695,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,10,1
2696,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,11,1
2697,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,11,1
2698,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,12,1
2699,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,13,1
2700,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.04,2
2701,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.054,2
2702,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.08,2
2703,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.094545455,2
2704,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.113846154,2
2705,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.144615385,2
2706,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.192307692,2
2707,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.223076923,2
2708,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.2625,2
2709,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.06,2
2710,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.05,2
2711,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.07875,2
2712,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.108,2
2713,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.124166667,2
2714,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.165,2
2715,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.204166667,2
2716,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.260833333,2
2717,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.248333333,2
2718,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.06,2
2719,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.054,2
2720,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.0875,2
2721,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.103,2
2722,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.13,2
2723,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.156666667,2
2724,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.215833333,2
2725,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.219166667,2
2726,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.259166667,2
2727,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.05,2
2728,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.058,2
2729,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.08,2
2730,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.111,2
2731,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.130833333,2
2732,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.160833333,2
2733,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.219166667,2
2734,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.229166667,2
2735,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.249166667,2
2736,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.05,2
2737,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.05,2
2738,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.07625,2
2739,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.112,2
2740,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.144166667,2
2741,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.158461538,2
2742,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.238333333,2
2743,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.229166667,2
2744,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.259166667,2
2745,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,0.06,2
2746,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,0.064,2
2747,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,347.7645,32,1,0,0,0,0,0.094444444,2
2748,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,397.305,32,1,0,0,0,0,0.129,2
2749,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,105.6537,32,1,0,0,0,0,0.163333333,2
2750,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,158.5296,32,1,0,0,0,0,0.2025,2
2751,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,211.4055,32,1,0,0,0,0,0.245833333,2
2752,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,0.285833333,2
2753,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,0.333333333,2
2754,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,0.04,2
2755,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,0.05,2
2756,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,347.7645,32,1,0,0,0,0,0.06875,2
2757,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,397.305,32,1,0,0,0,0,0.106,2
2758,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,105.6537,32,1,0,0,0,0,0.216666667,2
2759,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,158.5296,32,1,0,0,0,0,0.25,2
2760,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,211.4055,32,1,0,0,0,0,0.266666667,2
2761,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,0.288888889,2
2762,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,0.33,2
2763,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.026666667,2
2764,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.0425,2
2765,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.05375,2
2766,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.086666667,2
2767,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.167,2
2768,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.195,2
2769,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.24,2
2770,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.240909091,2
2771,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.244166667,2
2772,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.02,2
2773,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.05,2
2774,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.07,2
2775,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.081,2
2776,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.138181818,2
2777,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.174166667,2
2778,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.154615385,2
2779,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.178571429,2
2780,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.187333333,2
2781,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.043333333,2
2782,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.05,2
2783,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.07,2
2784,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.091,2
2785,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.157,2
2786,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.178,2
2787,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.183,2
2788,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.198181818,2
2789,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.210833333,2
2790,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.025,2
2791,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.043333333,2
2792,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.068571429,2
2793,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.08,2
2794,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.127272727,2
2795,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.161,2
2796,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.165,2
2797,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.172727273,2
2798,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.1775,2
2799,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.0325,2
2800,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.046,2
2801,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.063333333,2
2802,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.101,2
2803,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.146,2
2804,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.178181818,2
2805,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.154545455,2
2806,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.1675,2
2807,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.167692308,2
2808,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2809,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2810,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.13,4
2811,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.15,4
2812,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.2,4
2813,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.25,4
2814,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.3,4
2815,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.4,4
2816,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2817,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2818,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2819,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.13,4
2820,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.15,4
2821,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.2,4
2822,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.25,4
2823,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.3,4
2824,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.4,4
2825,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2826,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2827,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2828,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.13,4
2829,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.15,4
2830,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.2,4
2831,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.25,4
2832,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.3,4
2833,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.4,4
2834,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2835,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2836,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2837,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.13,4
2838,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.15,4
2839,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.2,4
2840,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.25,4
2841,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.3,4
2842,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.4,4
2843,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2844,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2845,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2846,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.13,4
2847,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.15,4
2848,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.2,4
2849,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.25,4
2850,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.3,4
2851,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.4,4
2852,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2853,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2854,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,0.1,4
2855,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,347.7645,32,1,0,0,0,0,0.15,4
2856,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,397.305,32,1,0,0,0,0,0.23,4
2857,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,105.6537,32,1,0,0,0,0,0.35,4
2858,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,158.5296,32,1,0,0,0,0,0.4,4
2859,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,211.4055,32,1,0,0,0,0,0.4,4
2860,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2861,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,0.65,4
2862,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2863,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,298.224,32,1,0,0,0,0,0.1,4
2864,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,347.7645,32,1,0,0,0,0,0.15,4
2865,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,397.305,32,1,0,0,0,0,0.2,4
2866,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,105.6537,32,1,0,0,0,0,0.5,4
2867,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,158.5296,32,1,0,0,0,0,0.5,4
2868,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,211.4055,32,1,0,0,0,0,0.5,4
2869,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2870,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,264.2814,32,1,0,0,0,0,0.6,4
2871,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.05,4
2872,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2873,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.15,4
2874,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.2,4
2875,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.4,4
2876,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.4,4
2877,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.4,4
2878,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2879,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2880,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.05,4
2881,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2882,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.15,4
2883,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.2,4
2884,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.4,4
2885,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.4,4
2886,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.4,4
2887,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2888,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2889,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.05,4
2890,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2891,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.15,4
2892,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.2,4
2893,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.4,4
2894,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.4,4
2895,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.4,4
2896,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2897,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2898,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.05,4
2899,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2900,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.15,4
2901,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.2,4
2902,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.4,4
2903,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.4,4
2904,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.4,4
2905,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2906,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2907,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.05,4
2908,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,298.224,32,1,0,0,0,0,0.07,4
2909,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,347.7645,32,1,0,0,0,0,0.15,4
2910,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,397.305,32,1,0,0,0,0,0.2,4
2911,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,105.6537,32,1,0,0,0,0,0.4,4
2912,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,158.5296,32,1,0,0,0,0,0.4,4
2913,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,211.4055,32,1,0,0,0,0,0.4,4
2914,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2915,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,445.7,"[0,26]","[37,578]","[0,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,264.2814,32,1,0,0,0,0,0.5,4
2916,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,117.72,36,1,0,0,0,0,2,1
2917,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,156.4695,36,1,0,0,0,0,9,1
2918,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,205.029,36,1,0,0,0,0,14,1
2919,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,18,1
2920,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,19,1
2921,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,307.053,36,1,0,0,0,0,21,1
2922,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,307.053,36,1,0,0,0,0,23,1
2923,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,2,1
2924,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,8,1
2925,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,14,1
2926,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,17,1
2927,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,19,1
2928,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,20,1
2929,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,22,1
2930,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,2,1
2931,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,5,1
2932,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,10,1
2933,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,15,1
2934,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,17,1
2935,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,18,1
2936,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,21,1
2937,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,2,1
2938,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,8,1
2939,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,14,1
2940,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,17,1
2941,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,19,1
2942,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,20,1
2943,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,21,1
2944,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,2,1
2945,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,5,1
2946,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,12,1
2947,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,16,1
2948,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,17,1
2949,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,18,1
2950,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,20,1
2951,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,2,1
2952,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,8,1
2953,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,14,1
2954,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,17,1
2955,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,19,1
2956,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,20,1
2957,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,21,1
2958,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,2,1
2959,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,7,1
2960,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,12,1
2961,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,17,1
2962,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,18,1
2963,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,19,1
2964,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,21,1
2965,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,2,1
2966,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,8,1
2967,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,14,1
2968,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,17,1
2969,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,19,1
2970,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,20,1
2971,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,21,1
2972,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,117.72,36,1,0,0,0,0,2,1
2973,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,156.4695,36,1,0,0,0,0,7,1
2974,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,205.029,36,1,0,0,0,0,12,1
2975,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,16,1
2976,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,17,1
2977,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,307.053,36,1,0,0,0,0,17,1
2978,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,307.053,36,1,0,0,0,0,18,1
2979,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,117.72,36,1,0,0,0,0,2,1
2980,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,156.4695,36,1,0,0,0,0,8,1
2981,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,205.029,36,1,0,0,0,0,14,1
2982,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,17,1
2983,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,19,1
2984,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,307.053,36,1,0,0,0,0,20,1
2985,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,307.053,36,1,0,0,0,0,21,1
2986,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,117.72,36,1,0,0,0,0,0.07,2
2987,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,156.4695,36,1,0,0,0,0,0.056666667,2
2988,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,205.029,36,1,0,0,0,0,0.076428571,2
2989,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.090555556,2
2990,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.096842105,2
2991,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,307.053,36,1,0,0,0,0,0.115714286,2
2992,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,307.053,36,1,0,0,0,0,0.148695652,2
2993,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.07,2
2994,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.04,2
2995,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.047857143,2
2996,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.067647059,2
2997,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.075789474,2
2998,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.1115,2
2999,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.138636364,2
3000,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.05,2
3001,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.042,2
3002,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.062,2
3003,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.079333333,2
3004,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.086470588,2
3005,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.118333333,2
3006,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.13047619,2
3007,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.06,2
3008,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.064,2
3009,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.062,2
3010,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.079333333,2
3011,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.086470588,2
3012,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.118333333,2
3013,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.13047619,2
3014,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.06,2
3015,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.05,2
3016,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.07,2
3017,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.09375,2
3018,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.101764706,2
3019,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.15,2
3020,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.1445,2
3021,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.06,2
3022,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.04,2
3023,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.055,2
3024,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.064117647,2
3025,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.075789474,2
3026,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.104,2
3027,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.147142857,2
3028,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.07,2
3029,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.051428571,2
3030,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.085,2
3031,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.106470588,2
3032,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.108333333,2
3033,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.154736842,2
3034,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.16,2
3035,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.05,2
3036,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.04,2
3037,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.048571429,2
3038,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.066470588,2
3039,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.068947368,2
3040,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.1105,2
3041,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.143809524,2
3042,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,117.72,36,1,0,0,0,0,0.075,2
3043,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,156.4695,36,1,0,0,0,0,0.072857143,2
3044,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,205.029,36,1,0,0,0,0,0.105,2
3045,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.123125,2
3046,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.126470588,2
3047,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,307.053,36,1,0,0,0,0,0.165882353,2
3048,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,307.053,36,1,0,0,0,0,0.181111111,2
3049,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,117.72,36,1,0,0,0,0,0.05,2
3050,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,156.4695,36,1,0,0,0,0,0.04,2
3051,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,205.029,36,1,0,0,0,0,0.048571429,2
3052,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.066470588,2
3053,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.073157895,2
3054,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,307.053,36,1,0,0,0,0,0.113,2
3055,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,307.053,36,1,0,0,0,0,0.144761905,2
3056,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,117.72,36,1,0,0,0,0,0.07,4
3057,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,156.4695,36,1,0,0,0,0,0.1,4
3058,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,205.029,36,1,0,0,0,0,0.15,4
3059,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.2,4
3060,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.2,4
3061,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,307.053,36,1,0,0,0,0,0.27,4
3062,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,307.053,36,1,0,0,0,0,0.35,4
3063,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.07,4
3064,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.07,4
3065,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.1,4
3066,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.23,4
3067,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.17,4
3068,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.27,4
3069,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.3,4
3070,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.05,4
3071,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.07,4
3072,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.17,4
3073,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.25,4
3074,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.17,4
3075,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.27,4
3076,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.3,4
3077,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.07,4
3078,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.07,4
3079,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.13,4
3080,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.2,4
3081,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.15,4
3082,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.25,4
3083,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.33,4
3084,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.07,4
3085,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.07,4
3086,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.17,4
3087,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.25,4
3088,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.17,4
3089,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.25,4
3090,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.25,4
3091,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.07,4
3092,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.07,4
3093,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.13,4
3094,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.2,4
3095,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.15,4
3096,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.27,4
3097,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.3,4
3098,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.07,4
3099,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.1,4
3100,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.2,4
3101,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.25,4
3102,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.23,4
3103,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.27,4
3104,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.3,4
3105,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,117.72,36,1,0,0,0,0,0.05,4
3106,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,156.4695,36,1,0,0,0,0,0.07,4
3107,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,205.029,36,1,0,0,0,0,0.13,4
3108,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.2,4
3109,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,263.3985,36,1,0,0,0,0,0.15,4
3110,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,307.053,36,1,0,0,0,0,0.3,4
3111,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,307.053,36,1,0,0,0,0,0.3,4
3112,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,117.72,36,1,0,0,0,0,0.1,4
3113,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,156.4695,36,1,0,0,0,0,0.13,4
3114,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,205.029,36,1,0,0,0,0,0.2,4
3115,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.25,4
3116,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.27,4
3117,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,307.053,36,1,0,0,0,0,0.3,4
3118,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,307.053,36,1,0,0,0,0,0.4,4
3119,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,117.72,36,1,0,0,0,0,0.05,4
3120,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,156.4695,36,1,0,0,0,0,0.07,4
3121,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,205.029,36,1,0,0,0,0,0.15,4
3122,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.2,4
3123,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,263.3985,36,1,0,0,0,0,0.15,4
3124,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,307.053,36,1,0,0,0,0,0.3,4
3125,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,34]","[0,0]","[0,0]",2,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.6,[16],[589],[4],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,307.053,36,1,0,0,0,0,0.3,4
3126,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,317.1573,30,1,0,0,0,0,6,1
3127,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,370.0332,30,1,0,0,0,0,10,1
3128,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,30,1,0,0,0,0,14,1
3129,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,30,1,0,0,0,0,14,1
3130,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,30,1,0,0,0,0,14,1
3131,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,30,1,0,0,0,0,14,1
3132,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,30,1,0,0,0,0,15,1
3133,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,317.1573,30,1,0,0,0,0,6,1
3134,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,370.0332,30,1,0,0,0,0,10,1
3135,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,30,1,0,0,0,0,15,1
3136,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,30,1,0,0,0,0,15,1
3137,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,30,1,0,0,0,0,15,1
3138,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,30,1,0,0,0,0,15,1
3139,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,30,1,0,0,0,0,15,1
3140,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,317.1573,30,1,0,0,0,0,6,1
3141,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,370.0332,30,1,0,0,0,0,9,1
3142,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,30,1,0,0,0,0,12,1
3143,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,30,1,0,0,0,0,15,1
3144,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,30,1,0,0,0,0,17,1
3145,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,30,1,0,0,0,0,18,1
3146,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,30,1,0,0,0,0,18,1
3147,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,317.1573,30,1,0,0,0,0,6,1
3148,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,370.0332,30,1,0,0,0,0,9,1
3149,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,30,1,0,0,0,0,12,1
3150,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,30,1,0,0,0,0,14,1
3151,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,30,1,0,0,0,0,16,1
3152,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,30,1,0,0,0,0,17,1
3153,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,30,1,0,0,0,0,17,1
3154,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,317.1573,30,1,0,0,0,0,0.056666667,2
3155,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,370.0332,30,1,0,0,0,0,0.084,2
3156,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,30,1,0,0,0,0,0.112857143,2
3157,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,30,1,0,0,0,0,0.190714286,2
3158,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,30,1,0,0,0,0,0.197857143,2
3159,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,30,1,0,0,0,0,0.223571429,2
3160,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,30,1,0,0,0,0,0.252666667,2
3161,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,317.1573,30,1,0,0,0,0,0.05,2
3162,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,370.0332,30,1,0,0,0,0,0.086,2
3163,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,30,1,0,0,0,0,0.113333333,2
3164,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,30,1,0,0,0,0,0.186666667,2
3165,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,30,1,0,0,0,0,0.2,2
3166,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,30,1,0,0,0,0,0.214666667,2
3167,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,30,1,0,0,0,0,0.240666667,2
3168,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,317.1573,30,1,0,0,0,0,0.04,2
3169,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,370.0332,30,1,0,0,0,0,0.09,2
3170,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,30,1,0,0,0,0,0.121666667,2
3171,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,30,1,0,0,0,0,0.164666667,2
3172,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,30,1,0,0,0,0,0.168235294,2
3173,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,30,1,0,0,0,0,0.175,2
3174,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,30,1,0,0,0,0,0.202222222,2
3175,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,317.1573,30,1,0,0,0,0,0.038333333,2
3176,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,370.0332,30,1,0,0,0,0,0.075555556,2
3177,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,30,1,0,0,0,0,0.12,2
3178,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,30,1,0,0,0,0,0.146428571,2
3179,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,30,1,0,0,0,0,0.168125,2
3180,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,30,1,0,0,0,0,0.184117647,2
3181,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,30,1,0,0,0,0,0.209411765,2
3182,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,317.1573,30,1,0,0,0,0,0.07,4
3183,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,370.0332,30,1,0,0,0,0,0.15,4
3184,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,30,1,0,0,0,0,0.25,4
3185,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,30,1,0,0,0,0,0.35,4
3186,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,30,1,0,0,0,0,0.3,4
3187,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,30,1,0,0,0,0,0.3,4
3188,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,30,1,0,0,0,0,0.4,4
3189,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,317.1573,30,1,0,0,0,0,0.07,4
3190,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,370.0332,30,1,0,0,0,0,0.15,4
3191,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,30,1,0,0,0,0,0.25,4
3192,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,30,1,0,0,0,0,0.33,4
3193,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,30,1,0,0,0,0,0.35,4
3194,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,30,1,0,0,0,0,0.35,4
3195,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,30,1,0,0,0,0,0.4,4
3196,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,317.1573,30,1,0,0,0,0,0.05,4
3197,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,370.0332,30,1,0,0,0,0,0.13,4
3198,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,30,1,0,0,0,0,0.23,4
3199,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,30,1,0,0,0,0,0.3,4
3200,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,30,1,0,0,0,0,0.3,4
3201,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,30,1,0,0,0,0,0.35,4
3202,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,30,1,0,0,0,0,0.35,4
3203,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,317.1573,30,1,0,0,0,0,0.07,4
3204,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,370.0332,30,1,0,0,0,0,0.13,4
3205,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,30,1,0,0,0,0,0.25,4
3206,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,30,1,0,0,0,0,0.3,4
3207,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,30,1,0,0,0,0,0.3,4
3208,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,30,1,0,0,0,0,0.33,4
3209,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,28]","[0,0]","[0,0]",2,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,477.6,[26],[583],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,30,1,0,0,0,0,0.35,4
3210,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,2,1
3211,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,12,1
3212,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,16,1
3213,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,20,1
3214,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,20,1
3215,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,21,1
3216,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,23,1
3217,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,1,1
3218,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,7,1
3219,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,12,1
3220,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,14,1
3221,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,16,1
3222,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,17,1
3223,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,21,1
3224,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,1,1
3225,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,8,1
3226,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,12,1
3227,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,15,1
3228,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,15,1
3229,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,15,1
3230,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,17,1
3231,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,1,1
3232,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,11,1
3233,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,14,1
3234,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,16,1
3235,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,16,1
3236,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,16,1
3237,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,18,1
3238,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,0.025,2
3239,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.06,2
3240,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.0825,2
3241,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.0965,2
3242,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.1165,2
3243,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.127142857,2
3244,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.136956522,2
3245,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,0.03,2
3246,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.098571429,2
3247,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.103333333,2
3248,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.125714286,2
3249,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.133125,2
3250,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.176666667,2
3251,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.196470588,2
3252,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,0.05,2
3253,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.08125,2
3254,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.111666667,2
3255,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.133333333,2
3256,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.154666667,2
3257,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.176666667,2
3258,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.196470588,2
3259,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,0.05,2
3260,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.068181818,2
3261,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.08,2
3262,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.120625,2
3263,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.12625,2
3264,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.1425,2
3265,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.161666667,2
3266,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,0.05,4
3267,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.17,4
3268,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.27,4
3269,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.3,4
3270,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.3,4
3271,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.35,4
3272,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.35,4
3273,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,0.03,4
3274,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.2,4
3275,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.3,4
3276,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.33,4
3277,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.35,4
3278,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.35,4
3279,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.43,4
3280,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,0.05,4
3281,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.15,4
3282,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.2,4
3283,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.3,4
3284,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.3,4
3285,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.3,4
3286,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.4,4
3287,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,0.05,4
3288,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.13,4
3289,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.17,4
3290,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.27,4
3291,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.25,4
3292,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.25,4
3293,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586.5],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.3,4
3294,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,14,1,0,0,0,0,3,1
3295,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,9,1
3296,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,14,1,0,0,0,0,14,1
3297,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,18,1
3298,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,20,1
3299,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,21,1
3300,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,21,1
3301,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,23,1
3302,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,14,1,0,0,0,0,1,1
3303,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,9,1
3304,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,14,1,0,0,0,0,18,1
3305,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,21,1
3306,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,22,1
3307,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,24,1
3308,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,25,1
3309,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,26,1
3310,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,14,1,0,0,0,0,2,1
3311,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,12,1
3312,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,14,1,0,0,0,0,18,1
3313,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,21,1
3314,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,25,1
3315,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,26,1
3316,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,26,1
3317,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,27,1
3318,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,14,1,0,0,0,0,1,1
3319,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,8,1
3320,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,14,1,0,0,0,0,14,1
3321,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,19,1
3322,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,23,1
3323,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,25,1
3324,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,26,1
3325,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,28,1
3326,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,14,1,0,0,0,0,0.036666667,2
3327,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.076666667,2
3328,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,14,1,0,0,0,0,0.080714286,2
3329,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.092222222,2
3330,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.1055,2
3331,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.145238095,2
3332,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.181428571,2
3333,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.202608696,2
3334,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,14,1,0,0,0,0,0.07,2
3335,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.077777778,2
3336,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,14,1,0,0,0,0,0.083888889,2
3337,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.112857143,2
3338,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.121818182,2
3339,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.142916667,2
3340,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.18,2
3341,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.220769231,2
3342,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,14,1,0,0,0,0,0.05,2
3343,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.069166667,2
3344,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,14,1,0,0,0,0,0.078333333,2
3345,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.10047619,2
3346,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.0984,2
3347,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.117692308,2
3348,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.143461538,2
3349,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.174814815,2
3350,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,14,1,0,0,0,0,0.07,2
3351,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.07125,2
3352,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,14,1,0,0,0,0,0.076428571,2
3353,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.086842105,2
3354,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.085652174,2
3355,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.098,2
3356,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.137692308,2
3357,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.1775,2
3358,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,14,1,0,0,0,0,0.05,4
3359,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.15,4
3360,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,14,1,0,0,0,0,0.17,4
3361,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.23,4
3362,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.23,4
3363,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.35,4
3364,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.4,4
3365,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.5,4
3366,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,14,1,0,0,0,0,0.07,4
3367,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.15,4
3368,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,14,1,0,0,0,0,0.2,4
3369,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.27,4
3370,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.27,4
3371,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.33,4
3372,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.4,4
3373,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.5,4
3374,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,14,1,0,0,0,0,0.07,4
3375,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.17,4
3376,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,14,1,0,0,0,0,0.2,4
3377,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.27,4
3378,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.3,4
3379,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.35,4
3380,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.4,4
3381,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.5,4
3382,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,14,1,0,0,0,0,0.07,4
3383,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.13,4
3384,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,14,1,0,0,0,0,0.17,4
3385,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.23,4
3386,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.25,4
3387,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.27,4
3388,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.4,4
3389,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[586.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.5,4
3390,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,16,1,0,0,0,0,4,1
3391,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,16,1,0,0,0,0,13,1
3392,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,16,1,0,0,0,0,18,1
3393,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,16,1,0,0,0,0,20,1
3394,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,16,1,0,0,0,0,21,1
3395,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,16,1,0,0,0,0,21,1
3396,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,16,1,0,0,0,0,21,1
3397,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,16,1,0,0,0,0,22,1
3398,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,16,1,0,0,0,0,4,1
3399,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,16,1,0,0,0,0,12,1
3400,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,16,1,0,0,0,0,16,1
3401,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,16,1,0,0,0,0,20,1
3402,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,16,1,0,0,0,0,21,1
3403,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,16,1,0,0,0,0,25,1
3404,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,16,1,0,0,0,0,26,1
3405,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,16,1,0,0,0,0,28,1
3406,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,16,1,0,0,0,0,4,1
3407,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,16,1,0,0,0,0,15,1
3408,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,16,1,0,0,0,0,17,1
3409,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,16,1,0,0,0,0,19,1
3410,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,16,1,0,0,0,0,19,1
3411,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,16,1,0,0,0,0,19,1
3412,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,16,1,0,0,0,0,20,1
3413,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,16,1,0,0,0,0,20,1
3414,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,16,1,0,0,0,0,3,1
3415,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,16,1,0,0,0,0,14,1
3416,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,16,1,0,0,0,0,20,1
3417,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,16,1,0,0,0,0,22,1
3418,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,16,1,0,0,0,0,23,1
3419,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,16,1,0,0,0,0,23,1
3420,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,16,1,0,0,0,0,24,1
3421,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,16,1,0,0,0,0,25,1
3422,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,16,1,0,0,0,0,0.055,2
3423,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,16,1,0,0,0,0,0.071538462,2
3424,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,16,1,0,0,0,0,0.092222222,2
3425,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,16,1,0,0,0,0,0.114,2
3426,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,16,1,0,0,0,0,0.116190476,2
3427,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,16,1,0,0,0,0,0.15047619,2
3428,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,16,1,0,0,0,0,0.179047619,2
3429,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,16,1,0,0,0,0,0.197727273,2
3430,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,16,1,0,0,0,0,0.065,2
3431,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,16,1,0,0,0,0,0.079166667,2
3432,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,16,1,0,0,0,0,0.098125,2
3433,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,16,1,0,0,0,0,0.12,2
3434,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,16,1,0,0,0,0,0.123333333,2
3435,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,16,1,0,0,0,0,0.1336,2
3436,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,16,1,0,0,0,0,0.147692308,2
3437,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,16,1,0,0,0,0,0.185,2
3438,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,16,1,0,0,0,0,0.055,2
3439,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,16,1,0,0,0,0,0.070666667,2
3440,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,16,1,0,0,0,0,0.097058824,2
3441,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,16,1,0,0,0,0,0.122105263,2
3442,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,16,1,0,0,0,0,0.141052632,2
3443,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,16,1,0,0,0,0,0.157894737,2
3444,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,16,1,0,0,0,0,0.184,2
3445,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,16,1,0,0,0,0,0.243,2
3446,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,16,1,0,0,0,0,0.07,2
3447,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,16,1,0,0,0,0,0.074285714,2
3448,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,16,1,0,0,0,0,0.0895,2
3449,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,16,1,0,0,0,0,0.107272727,2
3450,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,16,1,0,0,0,0,0.118695652,2
3451,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,16,1,0,0,0,0,0.134782609,2
3452,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,16,1,0,0,0,0,0.15875,2
3453,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,16,1,0,0,0,0,0.2084,2
3454,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,16,1,0,0,0,0,0.07,4
3455,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,16,1,0,0,0,0,0.15,4
3456,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,16,1,0,0,0,0,0.2,4
3457,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,16,1,0,0,0,0,0.25,4
3458,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,16,1,0,0,0,0,0.3,4
3459,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,16,1,0,0,0,0,0.33,4
3460,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,16,1,0,0,0,0,0.35,4
3461,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,16,1,0,0,0,0,0.4,4
3462,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,16,1,0,0,0,0,0.07,4
3463,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,16,1,0,0,0,0,0.15,4
3464,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,16,1,0,0,0,0,0.23,4
3465,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,16,1,0,0,0,0,0.3,4
3466,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,16,1,0,0,0,0,0.35,4
3467,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,16,1,0,0,0,0,0.45,4
3468,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,16,1,0,0,0,0,0.45,4
3469,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,16,1,0,0,0,0,0.67,4
3470,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,16,1,0,0,0,0,0.07,4
3471,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,16,1,0,0,0,0,0.15,4
3472,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,16,1,0,0,0,0,0.17,4
3473,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,16,1,0,0,0,0,0.3,4
3474,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,16,1,0,0,0,0,0.3,4
3475,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,16,1,0,0,0,0,0.35,4
3476,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.25,16,1,0,0,0,0,0.55,4
3477,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,16,1,0,0,0,0,0.65,4
3478,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,16,1,0,0,0,0,0.07,4
3479,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,16,1,0,0,0,0,0.2,4
3480,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,16,1,0,0,0,0,0.25,4
3481,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,16,1,0,0,0,0,0.3,4
3482,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,16,1,0,0,0,0,0.35,4
3483,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,16,1,0,0,0,0,0.4,4
3484,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,245.25,16,1,0,0,0,0,0.4,4
3485,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510,4000,2000,2000,625,300,"[1,3]","[2,14]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584.5],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,16,1,0,0,0,0,0.6,4
3486,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,1,1
3487,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,10,1
3488,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,12,1
3489,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,14,1
3490,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,14,1,0,0,0,0,16,1
3491,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,16,1
3492,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,16,1
3493,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,17,1
3494,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,17,1
3495,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,1,1
3496,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,10,1
3497,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,11,1
3498,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,12,1
3499,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,14,1,0,0,0,0,13,1
3500,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,13,1
3501,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,14,1
3502,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,16,1
3503,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,16,1
3504,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,1,1
3505,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,11,1
3506,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,13,1
3507,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,12,1
3508,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,14,1,0,0,0,0,13,1
3509,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,14,1
3510,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,15,1
3511,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,15,1
3512,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,16,1
3513,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,1,1
3514,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,11,1
3515,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,13,1
3516,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,16,1
3517,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,14,1,0,0,0,0,17,1
3518,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,17,1
3519,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,17,1
3520,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,18,1
3521,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,18,1
3522,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,1,1
3523,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,6,1
3524,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,11,1
3525,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,12,1
3526,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,14,1,0,0,0,0,14,1
3527,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,14,1
3528,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,15,1
3529,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,16,1
3530,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,16,1
3531,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.05,2
3532,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.035,2
3533,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,0.085,2
3534,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.095,2
3535,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,14,1,0,0,0,0,0.126875,2
3536,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.16,2
3537,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.19375,2
3538,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.216470588,2
3539,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.283529412,2
3540,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.05,2
3541,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.05,2
3542,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,0.094545455,2
3543,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.114166667,2
3544,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,14,1,0,0,0,0,0.163076923,2
3545,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.18,2
3546,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.207142857,2
3547,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.214375,2
3548,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.281875,2
3549,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.05,2
3550,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.046363636,2
3551,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,0.1,2
3552,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.140833333,2
3553,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,14,1,0,0,0,0,0.170769231,2
3554,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.182142857,2
3555,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.212666667,2
3556,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.238666667,2
3557,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.294375,2
3558,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.03,2
3559,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.045454545,2
3560,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,0.097692308,2
3561,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.10375,2
3562,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,14,1,0,0,0,0,0.125294118,2
3563,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.153529412,2
3564,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.194705882,2
3565,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.218888889,2
3566,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.271666667,2
3567,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.03,2
3568,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.065,2
3569,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,0.095454545,2
3570,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.134166667,2
3571,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,14,1,0,0,0,0,0.15,2
3572,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.182857143,2
3573,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.198,2
3574,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.221875,2
3575,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.301875,2
3576,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.05,4
3577,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.05,4
3578,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,0.15,4
3579,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.23,4
3580,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,14,1,0,0,0,0,0.25,4
3581,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.3,4
3582,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.4,4
3583,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.45,4
3584,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.45,4
3585,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.05,4
3586,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.1,4
3587,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,0.17,4
3588,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.23,4
3589,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,14,1,0,0,0,0,0.3,4
3590,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.3,4
3591,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.35,4
3592,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.45,4
3593,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.5,4
3594,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.03,4
3595,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.1,4
3596,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,0.17,4
3597,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.23,4
3598,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,14,1,0,0,0,0,0.3,4
3599,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.3,4
3600,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.35,4
3601,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.4,4
3602,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.5,4
3603,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.03,4
3604,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.07,4
3605,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,14,1,0,0,0,0,0.2,4
3606,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,14,1,0,0,0,0,0.2,4
3607,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,14,1,0,0,0,0,0.25,4
3608,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,14,1,0,0,0,0,0.3,4
3609,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,14,1,0,0,0,0,0.37,4
3610,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,14,1,0,0,0,0,0.45,4
3611,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,14,1,0,0,0,0,0.5,4
3612,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.03,4
3613,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.1,4
3614,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,14,1,0,0,0,0,0.2,4
3615,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,14,1,0,0,0,0,0.23,4
3616,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,14,1,0,0,0,0,0.3,4
3617,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,14,1,0,0,0,0,0.33,4
3618,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,14,1,0,0,0,0,0.4,4
3619,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,14,1,0,0,0,0,0.45,4
3620,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520,4000,2000,2000,625,300,"[1,3]","[2,12]","[0,0]","[0,0]",2,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,456,[26],[584],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,14,1,0,0,0,0,0.55,4
3621,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,1,1
3622,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,7,1
3623,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,15,1
3624,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,19,1
3625,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,383.0805,23,1,0,0,0,0,20,1
3626,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,49.05,23,1,0,0,0,0,24,1
3627,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,24,1
3628,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,26,1
3629,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,26,1
3630,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,8,1
3631,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,15,1
3632,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,18,1
3633,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.0805,23,1,0,0,0,0,19,1
3634,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,49.05,23,1,0,0,0,0,19,1
3635,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,20,1
3636,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,20,1
3637,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,21,1
3638,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,8,1
3639,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,12,1
3640,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,13,1
3641,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.0805,23,1,0,0,0,0,17,1
3642,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,49.05,23,1,0,0,0,0,18,1
3643,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,20,1
3644,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,21,1
3645,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,21,1
3646,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,1,1
3647,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,7,1
3648,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,13,1
3649,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,13,1
3650,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.0805,23,1,0,0,0,0,15,1
3651,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,49.05,23,1,0,0,0,0,15,1
3652,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,17,1
3653,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,18,1
3654,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,18,1
3655,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,1,1
3656,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,8,1
3657,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,13,1
3658,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,14,1
3659,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,383.0805,23,1,0,0,0,0,16,1
3660,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,49.05,23,1,0,0,0,0,16,1
3661,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,18,1
3662,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,21,1
3663,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,22,1
3664,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.03,2
3665,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.067142857,2
3666,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,0.063333333,2
3667,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,0.074736842,2
3668,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,383.0805,23,1,0,0,0,0,0.0985,2
3669,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,49.05,23,1,0,0,0,0,0.0875,2
3670,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,0.10625,2
3671,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,0.124615385,2
3672,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,0.209230769,2
3673,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.0225,2
3674,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.05,2
3675,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,0.076666667,2
3676,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.0805,23,1,0,0,0,0,0.092105263,2
3677,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,49.05,23,1,0,0,0,0,0.113157895,2
3678,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,0.1335,2
3679,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,0.1535,2
3680,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,0.199047619,2
3681,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.04875,2
3682,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.084166667,2
3683,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,0.097692308,2
3684,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.0805,23,1,0,0,0,0,0.106470588,2
3685,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,49.05,23,1,0,0,0,0,0.108888889,2
3686,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,0.1215,2
3687,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,0.145714286,2
3688,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,0.257142857,2
3689,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.03,2
3690,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.055714286,2
3691,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.071538462,2
3692,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,0.096153846,2
3693,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.0805,23,1,0,0,0,0,0.110666667,2
3694,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,49.05,23,1,0,0,0,0,0.121333333,2
3695,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,0.132352941,2
3696,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,0.173333333,2
3697,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,0.232222222,2
3698,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.07,2
3699,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.05375,2
3700,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,0.072307692,2
3701,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,0.085714286,2
3702,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,383.0805,23,1,0,0,0,0,0.103125,2
3703,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,49.05,23,1,0,0,0,0,0.12,2
3704,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,0.133888889,2
3705,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,0.156190476,2
3706,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,0.253181818,2
3707,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.03,4
3708,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.13,4
3709,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,0.13,4
3710,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,0.2,4
3711,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,383.0805,23,1,0,0,0,0,0.2,4
3712,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,49.05,23,1,0,0,0,0,0.2,4
3713,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,0.23,4
3714,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,0.3,4
3715,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,1,4
3716,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.05,4
3717,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.1,4
3718,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,0.15,4
3719,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.0805,23,1,0,0,0,0,0.15,4
3720,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,49.05,23,1,0,0,0,0,0.17,4
3721,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,0.25,4
3722,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,0.25,4
3723,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,0.9,4
3724,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.1,4
3725,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.13,4
3726,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,0.17,4
3727,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.0805,23,1,0,0,0,0,0.2,4
3728,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,49.05,23,1,0,0,0,0,0.2,4
3729,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,0.27,4
3730,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,0.3,4
3731,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,1.2,4
3732,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.03,4
3733,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,23,1,0,0,0,0,0.1,4
3734,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,23,1,0,0,0,0,0.13,4
3735,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,23,1,0,0,0,0,0.17,4
3736,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.0805,23,1,0,0,0,0,0.2,4
3737,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,49.05,23,1,0,0,0,0,0.23,4
3738,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,23,1,0,0,0,0,0.3,4
3739,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,23,1,0,0,0,0,0.3,4
3740,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,23,1,0,0,0,0,0.9,4
3741,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.07,4
3742,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,23,1,0,0,0,0,0.1,4
3743,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,23,1,0,0,0,0,0.15,4
3744,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,23,1,0,0,0,0,0.17,4
3745,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,383.0805,23,1,0,0,0,0,0.2,4
3746,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,49.05,23,1,0,0,0,0,0.2,4
3747,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,23,1,0,0,0,0,0.25,4
3748,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,23,1,0,0,0,0,0.3,4
3749,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,21]","[0,0]","[0,0]",2,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,401.1,[26],[586],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,23,1,0,0,0,0,1,4
3750,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,24,1,0,0,0,0,6,1
3751,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,24,1,0,0,0,0,14,1
3752,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,24,1,0,0,0,0,19,1
3753,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,24,1,0,0,0,0,23,1
3754,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,24,1,0,0,0,0,23,1
3755,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,24,1,0,0,0,0,25,1
3756,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,24,1,0,0,0,0,26,1
3757,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,24,1,0,0,0,0,27,1
3758,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,24,1,0,0,0,0,6,1
3759,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,24,1,0,0,0,0,11,1
3760,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,24,1,0,0,0,0,14,1
3761,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,24,1,0,0,0,0,18,1
3762,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,24,1,0,0,0,0,18,1
3763,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,24,1,0,0,0,0,18,1
3764,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,19,1
3765,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,19,1
3766,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,24,1,0,0,0,0,6,1
3767,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,24,1,0,0,0,0,10,1
3768,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,24,1,0,0,0,0,12,1
3769,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,24,1,0,0,0,0,12,1
3770,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,24,1,0,0,0,0,12,1
3771,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,24,1,0,0,0,0,13,1
3772,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,14,1
3773,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,16,1
3774,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,24,1,0,0,0,0,6,1
3775,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,24,1,0,0,0,0,11,1
3776,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,24,1,0,0,0,0,13,1
3777,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,24,1,0,0,0,0,16,1
3778,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,24,1,0,0,0,0,16,1
3779,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,24,1,0,0,0,0,19,1
3780,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,21,1
3781,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,22,1
3782,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,24,1,0,0,0,0,0.05,2
3783,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,24,1,0,0,0,0,0.072857143,2
3784,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,24,1,0,0,0,0,9.421052632,2
3785,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,24,1,0,0,0,0,0.105217391,2
3786,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,24,1,0,0,0,0,0.112173913,2
3787,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,24,1,0,0,0,0,0.118,2
3788,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,24,1,0,0,0,0,0.134615385,2
3789,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,24,1,0,0,0,0,0.152962963,2
3790,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,24,1,0,0,0,0,0.055,2
3791,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,24,1,0,0,0,0,0.096363636,2
3792,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,24,1,0,0,0,0,0.113571429,2
3793,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,24,1,0,0,0,0,0.117777778,2
3794,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,24,1,0,0,0,0,0.135555556,2
3795,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,24,1,0,0,0,0,0.158888889,2
3796,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.173157895,2
3797,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.215789474,2
3798,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,24,1,0,0,0,0,0.058333333,2
3799,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,24,1,0,0,0,0,0.101,2
3800,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,24,1,0,0,0,0,0.125,2
3801,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,24,1,0,0,0,0,0.159166667,2
3802,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,24,1,0,0,0,0,0.1725,2
3803,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,24,1,0,0,0,0,0.200769231,2
3804,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.215,2
3805,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.219375,2
3806,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,24,1,0,0,0,0,0.038333333,2
3807,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,24,1,0,0,0,0,0.081818182,2
3808,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,24,1,0,0,0,0,0.088461538,2
3809,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,24,1,0,0,0,0,0.109375,2
3810,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,24,1,0,0,0,0,0.11375,2
3811,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,24,1,0,0,0,0,0.130526316,2
3812,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.142380952,2
3813,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.166363636,2
3814,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,24,1,0,0,0,0,0.07,4
3815,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,24,1,0,0,0,0,0.13,4
3816,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,24,1,0,0,0,0,0.2,4
3817,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,24,1,0,0,0,0,0.25,4
3818,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,24,1,0,0,0,0,0.25,4
3819,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,24,1,0,0,0,0,0.25,4
3820,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,24,1,0,0,0,0,0.27,4
3821,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,24,1,0,0,0,0,0.35,4
3822,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,24,1,0,0,0,0,0.1,4
3823,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,24,1,0,0,0,0,0.15,4
3824,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,24,1,0,0,0,0,0.2,4
3825,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,24,1,0,0,0,0,0.23,4
3826,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,24,1,0,0,0,0,0.25,4
3827,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,24,1,0,0,0,0,0.3,4
3828,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.33,4
3829,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.35,4
3830,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,24,1,0,0,0,0,0.1,4
3831,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,24,1,0,0,0,0,0.17,4
3832,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,24,1,0,0,0,0,0.2,4
3833,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,24,1,0,0,0,0,0.25,4
3834,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,24,1,0,0,0,0,0.27,4
3835,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,24,1,0,0,0,0,0.35,4
3836,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.35,4
3837,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.45,4
3838,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,24,1,0,0,0,0,0.07,4
3839,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,24,1,0,0,0,0,0.13,4
3840,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,24,1,0,0,0,0,0.15,4
3841,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,24,1,0,0,0,0,0.25,4
3842,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,24,1,0,0,0,0,0.25,4
3843,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,24,1,0,0,0,0,0.25,4
3844,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.27,4
3845,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,22]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,455,[26],[587],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,24,1,0,0,0,0,0.3,4
3846,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,32,1,0,0,0,0,10,1
3847,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,32,1,0,0,0,0,14,1
3848,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,32,1,0,0,0,0,17,1
3849,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,32,1,0,0,0,0,17,1
3850,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,32,1,0,0,0,0,17,1
3851,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,32,1,0,0,0,0,18,1
3852,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,11,1
3853,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,17,1
3854,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,18,1
3855,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,18,1
3856,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,19,1
3857,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,20,1
3858,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,8,1
3859,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,15,1
3860,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,17,1
3861,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,18,1
3862,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,17,1
3863,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,17,1
3864,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,8,1
3865,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,18,1
3866,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,18,1
3867,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,19,1
3868,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,19,1
3869,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,19,1
3870,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,32,1,0,0,0,0,2,1
3871,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,6,1
3872,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,14,1
3873,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,17,1
3874,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,18,1
3875,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,19,1
3876,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,19,1
3877,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,32,1,0,0,0,0,1,1
3878,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,32,1,0,0,0,0,8,1
3879,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,32,1,0,0,0,0,13,1
3880,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,32,1,0,0,0,0,14,1
3881,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,32,1,0,0,0,0,17,1
3882,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,32,1,0,0,0,0,17,1
3883,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,32,1,0,0,0,0,21,1
3884,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,32,1,0,0,0,0,0.053,2
3885,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,32,1,0,0,0,0,0.080714286,2
3886,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,32,1,0,0,0,0,0.091764706,2
3887,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,32,1,0,0,0,0,0.135294118,2
3888,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,32,1,0,0,0,0,0.193529412,2
3889,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,32,1,0,0,0,0,0.237222222,2
3890,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,0.049090909,2
3891,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,0.063529412,2
3892,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,0.088888889,2
3893,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,0.129444444,2
3894,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,0.182631579,2
3895,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,0.2275,2
3896,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,0.04625,2
3897,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,0.070666667,2
3898,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,0.104117647,2
3899,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,0.132222222,2
3900,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,0.214117647,2
3901,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,0.303529412,2
3902,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,0.045,2
3903,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,0.064444444,2
3904,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,0.1,2
3905,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,0.118421053,2
3906,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,0.183157895,2
3907,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,0.261052632,2
3908,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,32,1,0,0,0,0,0.04,2
3909,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,0.063333333,2
3910,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,0.068571429,2
3911,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,0.087058824,2
3912,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,0.130555556,2
3913,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,0.187368421,2
3914,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,0.261578947,2
3915,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,32,1,0,0,0,0,0.03,2
3916,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,32,1,0,0,0,0,0.07,2
3917,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,32,1,0,0,0,0,0.071538462,2
3918,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,32,1,0,0,0,0,0.095,2
3919,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,32,1,0,0,0,0,0.124705882,2
3920,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,32,1,0,0,0,0,0.213529412,2
3921,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,32,1,0,0,0,0,0.22952381,2
3922,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,32,1,0,0,0,0,0.1,4
3923,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,32,1,0,0,0,0,0.15,4
3924,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,32,1,0,0,0,0,0.2,4
3925,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,32,1,0,0,0,0,0.3,4
3926,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,32,1,0,0,0,0,0.5,4
3927,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,32,1,0,0,0,0,0.6,4
3928,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,0.1,4
3929,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,0.15,4
3930,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,0.17,4
3931,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,0.25,4
3932,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,0.35,4
3933,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,0.5,4
3934,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,0.07,4
3935,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,0.1,4
3936,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,0.15,4
3937,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,0.2,4
3938,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,0.3,4
3939,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,0.47,4
3940,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,0.07,4
3941,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,0.1,4
3942,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,0.15,4
3943,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,0.2,4
3944,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,0.3,4
3945,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,0.45,4
3946,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,32,1,0,0,0,0,0.05,4
3947,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,32,1,0,0,0,0,0.07,4
3948,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,32,1,0,0,0,0,0.13,4
3949,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,32,1,0,0,0,0,0.15,4
3950,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,32,1,0,0,0,0,0.25,4
3951,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,32,1,0,0,0,0,0.4,4
3952,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,32,1,0,0,0,0,0.6,4
3953,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,32,1,0,0,0,0,0.03,4
3954,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,32,1,0,0,0,0,0.1,4
3955,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,32,1,0,0,0,0,0.2,4
3956,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,32,1,0,0,0,0,0.25,4
3957,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,32,1,0,0,0,0,0.4,4
3958,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,32,1,0,0,0,0,0.6,4
3959,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,30]","[0,0]","[0,0]",2,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,32,1,0,0,0,0,0.75,4
3960,2,R8,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,294.3,7,1,0,0,0,0,8,1
3961,2,R8,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,7,1,0,0,0,0,14,1
3962,2,R8,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,7,1,0,0,0,0,14,1
3963,2,R8,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,7,1,0,0,0,0,18,1
3964,2,R8,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,7,1,0,0,0,0,18,1
3965,2,R8,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,7,1,0,0,0,0,19,1
3966,2,R8,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,7,1,0,0,0,0,19,1
3967,2,R8,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,7,1,0,0,0,0,19,1
3968,2,R8,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,7,1,0,0,0,0,19,1
3969,2,R8,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,294.3,7,1,0,0,0,0,19,1
3970,2,R8,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,294.3,7,1,0,0,0,0,0.045,2
3971,2,R8,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,7,1,0,0,0,0,0.062222222,2
3972,2,R8,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,7,1,0,0,0,0,0.077368421,2
3973,2,R8,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,7,1,0,0,0,0,0.085769231,2
3974,2,R8,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,7,1,0,0,0,0,0.107931034,2
3975,2,R8,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,7,1,0,0,0,0,0.118823529,2
3976,2,R8,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,7,1,0,0,0,0,0.131470588,2
3977,2,R8,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,7,1,0,0,0,0,0.155,2
3978,2,R8,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,7,1,0,0,0,0,0.168235294,2
3979,2,R8,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,294.3,7,1,0,0,0,0,0.182352941,2
3980,2,R8,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,294.3,7,1,0,0,0,0,0.07,4
3981,2,R8,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,7,1,0,0,0,0,0.13,4
3982,2,R8,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,7,1,0,0,0,0,0.15,4
3983,2,R8,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,7,1,0,0,0,0,0.25,4
3984,2,R8,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,7,1,0,0,0,0,0.27,4
3985,2,R8,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,7,1,0,0,0,0,0.27,4
3986,2,R8,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,7,1,0,0,0,0,0.4,4
3987,2,R8,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,196.2,7,1,0,0,0,0,0.43,4
3988,2,R8,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,7,1,0,0,0,0,0.35,4
3989,2,R8,10,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,294.3,7,1,0,0,0,0,0.37,4
3990,2,R9,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,7,1,0,0,0,0,15,1
3991,2,R9,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,7,1,0,0,0,0,15,1
3992,2,R9,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,7,1,0,0,0,0,17,1
3993,2,R9,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,7,1,0,0,0,0,19,1
3994,2,R9,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,7,1,0,0,0,0,21,1
3995,2,R9,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,7,1,0,0,0,0,21,1
3996,2,R9,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,7,1,0,0,0,0,21,1
3997,2,R9,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,196.2,7,1,0,0,0,0,21,1
3998,2,R9,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,7,1,0,0,0,0,21,1
3999,2,R9,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,7,1,0,0,0,0,0.042222222,2
4000,2,R9,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,7,1,0,0,0,0,0.0585,2
4001,2,R9,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,7,1,0,0,0,0,0.066666667,2
4002,2,R9,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,7,1,0,0,0,0,0.07,2
4003,2,R9,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,7,1,0,0,0,0,0.094210526,2
4004,2,R9,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,7,1,0,0,0,0,0.1095,2
4005,2,R9,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,7,1,0,0,0,0,0.113,2
4006,2,R9,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,196.2,7,1,0,0,0,0,0.125454545,2
4007,2,R9,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,7,1,0,0,0,0,0.143636364,2
4008,2,R9,1,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,294.3,7,1,0,0,0,0,0.08,4
4009,2,R9,2,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,343.35,7,1,0,0,0,0,0.1,4
4010,2,R9,3,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,392.4,7,1,0,0,0,0,0.13,4
4011,2,R9,4,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,441.45,7,1,0,0,0,0,0.15,4
4012,2,R9,5,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,490.5,7,1,0,0,0,0,0.2,4
4013,2,R9,6,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,98.1,7,1,0,0,0,0,0.25,4
4014,2,R9,7,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,147.15,7,1,0,0,0,0,0.25,4
4015,2,R9,8,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,14,0,0,196.2,7,1,0,0,0,0,0.28,4
4016,2,R9,9,0,Heft 140 - Versuche mit Betonformstählen,1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,300,"[1,3]","[2,5]","[0,0]","[0,0]",2,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,556,[32],[595],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,3,0,1,0,0,245.25,7,1,0,0,0,0,0.35,4
4017,3,T12,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,2,1
4018,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,18,1
4019,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,24,1
4020,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,25,1
4021,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,25,1
4022,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,25,1
4023,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,26,1
4024,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,25,1
4025,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,26,1
4026,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,28,1
4027,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,29,1
4028,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,30,1
4029,3,T12,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,1,1
4030,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,9,1
4031,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,14,1
4032,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,18,1
4033,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,20,1
4034,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,21,1
4035,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,23,1
4036,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,27,1
4037,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,28,1
4038,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,27,1
4039,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,28,1
4040,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,29,1
4041,3,T12,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,3,1
4042,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,13,1
4043,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,16,1
4044,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,19,1
4045,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,23,1
4046,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,23,1
4047,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,23,1
4048,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,23,1
4049,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,25,1
4050,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,26,1
4051,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,27,1
4052,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,29,1
4053,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,9,1
4054,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,12,1
4055,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,16,1
4056,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,21,1
4057,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,22,1
4058,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,26,1
4059,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,28,1
4060,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,29,1
4061,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,30,1
4062,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,33,1
4063,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,40,1
4064,3,T12,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.03,2
4065,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.042,2
4066,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.053,2
4067,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.06,2
4068,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.077,2
4069,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.093,2
4070,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.095,2
4071,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.102,2
4072,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.126,2
4073,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.136,2
4074,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.152,2
4075,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.289,2
4076,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.056,2
4077,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.073,2
4078,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.082,2
4079,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.099,2
4080,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.116,2
4081,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.131,2
4082,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.114,2
4083,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.141,2
4084,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.154,2
4085,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.185,2
4086,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.398,2
4087,3,T12,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.067,2
4088,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.052,2
4089,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.058,2
4090,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.066,2
4091,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.079,2
4092,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.091,2
4093,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.101,2
4094,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.088,2
4095,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.099,2
4096,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.121,2
4097,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.136,2
4098,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.287,2
4099,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.054,2
4100,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.084,2
4101,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.068,2
4102,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.08,2
4103,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.09,2
4104,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.093,2
4105,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.095,2
4106,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.097,2
4107,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.114,2
4108,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.122,2
4109,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.241,2
4110,3,T12,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.03,4
4111,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4112,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.13,4
4113,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
4114,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
4115,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
4116,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
4117,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.2,4
4118,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.3,4
4119,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
4120,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.35,4
4121,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,1,4
4122,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4123,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.15,4
4124,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
4125,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
4126,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
4127,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.3,4
4128,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.25,4
4129,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.3,4
4130,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
4131,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.4,4
4132,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,1.55,4
4133,3,T12,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.07,4
4134,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4135,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.13,4
4136,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.17,4
4137,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
4138,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.23,4
4139,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.27,4
4140,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.23,4
4141,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.25,4
4142,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.33,4
4143,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.35,4
4144,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.9,4
4145,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
4146,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4147,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
4148,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.17,4
4149,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.17,4
4150,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.17,4
4151,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.2,4
4152,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.23,4
4153,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.25,4
4154,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.33,4
4155,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,520.7,[32],[584],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,1.15,4
4156,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,6,1
4157,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,17,1
4158,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,19,1
4159,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,20,1
4160,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,21,1
4161,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,21,1
4162,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,4,1
4163,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,10,1
4164,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,15,1
4165,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,15,1
4166,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,16,1
4167,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,15,1
4168,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,5,1
4169,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,11,1
4170,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,15,1
4171,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,16,1
4172,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,10,1
4173,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,20,1
4174,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,5,1
4175,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,6,1
4176,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,11,1
4177,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,12,1
4178,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,13,1
4179,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,14,1
4180,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.043,2
4181,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.035,2
4182,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.054,2
4183,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.083,2
4184,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.101,2
4185,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.117,2
4186,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,0.045,2
4187,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.05,2
4188,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.074,2
4189,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.113,2
4190,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.164,2
4191,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.201,2
4192,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.046,2
4193,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.055,2
4194,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.065,2
4195,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.091,2
4196,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.118,2
4197,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.143,2
4198,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.07,2
4199,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.087,2
4200,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.079,2
4201,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.124,2
4202,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.146,2
4203,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.221,2
4204,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.07,4
4205,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4206,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.25,4
4207,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.3,4
4208,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.4,4
4209,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.8,4
4210,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,0.05,4
4211,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
4212,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.25,4
4213,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.3,4
4214,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.45,4
4215,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,1.15,4
4216,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.07,4
4217,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4218,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.13,4
4219,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.25,4
4220,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.4,4
4221,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.9,4
4222,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.07,4
4223,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.13,4
4224,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.23,4
4225,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.3,4
4226,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.5,4
4227,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,531.5,[32],[584],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,1,4
4228,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,15,1
4229,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,20,1
4230,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,21,1
4231,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,22,1
4232,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,23,1
4233,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,13,1
4234,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,16,1
4235,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,16,1
4236,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,18,1
4237,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,17,1
4238,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,12,1
4239,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,15,1
4240,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,17,1
4241,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,19,1
4242,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,21,1
4243,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,11,1
4244,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,16,1
4245,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,16,1
4246,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,18,1
4247,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,19,1
4248,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.038,2
4249,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.043,2
4250,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.056,2
4251,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.067,2
4252,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.099,2
4253,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.052,2
4254,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.071,2
4255,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.108,2
4256,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.107,2
4257,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.169,2
4258,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.048,2
4259,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.069,2
4260,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.091,2
4261,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.1,2
4262,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.132,2
4263,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.039,2
4264,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.046,2
4265,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.063,2
4266,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.1,2
4267,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.086,2
4268,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
4269,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.07,4
4270,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
4271,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.1,4
4272,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
4273,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
4274,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.13,4
4275,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.17,4
4276,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
4277,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.3,4
4278,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
4279,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4280,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
4281,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.17,4
4282,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.27,4
4283,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
4284,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4285,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
4286,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.13,4
4287,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.15,4
4288,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,9,1
4289,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,11,1
4290,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,10,1
4291,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,13,1
4292,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,13,1
4293,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,13,1
4294,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,14,1
4295,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,14,1
4296,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,10,1
4297,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,11,1
4298,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,15,1
4299,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,13,1
4300,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,15,1
4301,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,16,1
4302,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,16,1
4303,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,16,1
4304,3,T20,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,1,1
4305,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,11,1
4306,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,13,1
4307,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,13,1
4308,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,13,1
4309,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,16,1
4310,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,16,1
4311,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,16,1
4312,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,16,1
4313,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,10,1
4314,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,16,1
4315,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,19,1
4316,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,19,1
4317,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,21,1
4318,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,20,1
4319,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,20,1
4320,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,23,1
4321,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,15,1
4322,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,20,1
4323,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,16,1
4324,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,18,1
4325,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,18,1
4326,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,17,1
4327,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,18,1
4328,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,19,1
4329,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,13,1
4330,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,13,1
4331,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,14,1
4332,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,17,1
4333,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,16,1
4334,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,18,1
4335,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,18,1
4336,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,18,1
4337,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.057,2
4338,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.079,2
4339,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.143,2
4340,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.152,2
4341,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.172,2
4342,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.216,2
4343,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.086,2
4344,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.075,2
4345,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.038,2
4346,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.101,2
4347,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.117,2
4348,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.138,2
4349,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.151,2
4350,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.198,2
4351,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.064,2
4352,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.088,2
4353,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.121,2
4354,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.137,2
4355,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.165,2
4356,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.187,2
4357,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.229,2
4358,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.299,2
4359,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.056,2
4360,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.061,2
4361,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.068,2
4362,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.105,2
4363,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.098,2
4364,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.133,2
4365,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.141,2
4366,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.173,2
4367,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.057,2
4368,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.064,2
4369,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.108,2
4370,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.17,2
4371,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.348,2
4372,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.226,2
4373,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.068,2
4374,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.105,2
4375,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.128,2
4376,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.144,2
4377,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.188,2
4378,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.187,2
4379,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.218,2
4380,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.24,2
4381,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4382,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.17,4
4383,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.2,4
4384,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
4385,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
4386,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.3,4
4387,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.35,4
4388,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.85,4
4389,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
4390,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.15,4
4391,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.17,4
4392,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.4,4
4393,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.65,4
4394,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4395,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.17,4
4396,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.17,4
4397,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.27,4
4398,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.35,4
4399,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.3,4
4400,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.5,4
4401,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.6,4
4402,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4403,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.13,4
4404,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.17,4
4405,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.25,4
4406,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
4407,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.4,4
4408,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.4,4
4409,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.55,4
4410,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4411,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.15,4
4412,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.25,4
4413,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.25,4
4414,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.35,4
4415,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.25,4
4416,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.5,4
4417,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.6,4
4418,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4419,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.15,4
4420,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.25,4
4421,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.4,4
4422,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.4,4
4423,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.45,4
4424,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.5,4
4425,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.6,4
4426,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,13,1
4427,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,19,1
4428,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,19,1
4429,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,19,1
4430,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,20,1
4431,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,20,1
4432,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,22,1
4433,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,22,1
4434,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,23,1
4435,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,23,1
4436,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,18,1
4437,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,24,1
4438,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,23,1
4439,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,22,1
4440,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,24,1
4441,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,23,1
4442,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,24,1
4443,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,24,1
4444,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,22,1
4445,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,25,1
4446,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,15,1
4447,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,18,1
4448,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,19,1
4449,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,21,1
4450,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,23,1
4451,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,22,1
4452,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,25,1
4453,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,25,1
4454,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,24,1
4455,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,27,1
4456,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,9,1
4457,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,17,1
4458,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,17,1
4459,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,21,1
4460,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,23,1
4461,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,22,1
4462,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,21,1
4463,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,24,1
4464,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,23,1
4465,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,26,1
4466,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.047,2
4467,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.058,2
4468,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.074,2
4469,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.104,2
4470,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.128,2
4471,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.13,2
4472,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.142,2
4473,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.166,2
4474,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.172,2
4475,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.207,2
4476,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.035,2
4477,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.056,2
4478,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.075,2
4479,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.099,2
4480,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.117,2
4481,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.12,2
4482,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.14,2
4483,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.179,2
4484,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.217,2
4485,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.231,2
4486,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.043,2
4487,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.059,2
4488,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.072,2
4489,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.087,2
4490,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.113,2
4491,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.12,2
4492,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.124,2
4493,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.142,2
4494,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.157,2
4495,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.167,2
4496,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.052,2
4497,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.062,2
4498,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.066,2
4499,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.088,2
4500,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.103,2
4501,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.102,2
4502,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.136,2
4503,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.142,2
4504,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.165,2
4505,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.179,2
4506,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4507,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4508,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
4509,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
4510,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
4511,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.25,4
4512,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.3,4
4513,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
4514,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.3,4
4515,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.4,4
4516,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
4517,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4518,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
4519,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
4520,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
4521,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.2,4
4522,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.3,4
4523,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.4,4
4524,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.5,4
4525,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.5,4
4526,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
4527,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4528,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
4529,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
4530,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
4531,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.25,4
4532,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.2,4
4533,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.25,4
4534,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.25,4
4535,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.35,4
4536,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
4537,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4538,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
4539,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
4540,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
4541,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.25,4
4542,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.25,4
4543,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
4544,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.3,4
4545,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,512.9,[16],[582],[4],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.35,4
4546,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,8,1
4547,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,17,1
4548,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,22,1
4549,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,26,1
4550,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,27,1
4551,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,37,1
4552,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,40,1
4553,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,38,1
4554,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,9,1
4555,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,19,1
4556,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,23,1
4557,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,25,1
4558,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,27,1
4559,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,31,1
4560,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,32,1
4561,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,31,1
4562,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,26,1,0,0,0,0,7,1
4563,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,26,1,0,0,0,0,18,1
4564,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,26,1,0,0,0,0,21,1
4565,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,26,1,0,0,0,0,24,1
4566,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,26,1,0,0,0,0,25,1
4567,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,539.55,26,1,0,0,0,0,30,1
4568,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,26,1,0,0,0,0,31,1
4569,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,686.7,26,1,0,0,0,0,32,1
4570,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,26,1,0,0,0,0,7,1
4571,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,26,1,0,0,0,0,16,1
4572,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,26,1,0,0,0,0,19,1
4573,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,26,1,0,0,0,0,20,1
4574,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,26,1,0,0,0,0,20,1
4575,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,539.55,26,1,0,0,0,0,24,1
4576,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,26,1,0,0,0,0,24,1
4577,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,686.7,26,1,0,0,0,0,25,1
4578,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,8,1
4579,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,16,1
4580,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,19,1
4581,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,19,1
4582,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,19,1
4583,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,24,1
4584,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,25,1
4585,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,31,1
4586,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,8,1
4587,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,18,1
4588,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,24,1
4589,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,25,1
4590,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,25,1
4591,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,27,1
4592,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,28,1
4593,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,36,1
4594,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,0.078,2
4595,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,0.09,2
4596,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,0.094,2
4597,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,0.088,2
4598,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,0.094,2
4599,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,0.083,2
4600,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,0.096,2
4601,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,0.119,2
4602,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,0.079,2
4603,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,0.082,2
4604,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,0.089,2
4605,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,0.096,2
4606,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,0.104,2
4607,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,0.102,2
4608,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,0.126,2
4609,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,0.158,2
4610,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,26,1,0,0,0,0,0.097,2
4611,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,26,1,0,0,0,0,0.083,2
4612,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,26,1,0,0,0,0,0.09,2
4613,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,26,1,0,0,0,0,0.095,2
4614,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,26,1,0,0,0,0,0.118,2
4615,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,539.55,26,1,0,0,0,0,0.12,2
4616,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,26,1,0,0,0,0,0.147,2
4617,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,686.7,26,1,0,0,0,0,0.167,2
4618,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,26,1,0,0,0,0,0.081,2
4619,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,26,1,0,0,0,0,0.095,2
4620,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,26,1,0,0,0,0,0.106,2
4621,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,26,1,0,0,0,0,0.125,2
4622,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,26,1,0,0,0,0,0.147,2
4623,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,539.55,26,1,0,0,0,0,0.139,2
4624,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,26,1,0,0,0,0,0.16,2
4625,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,686.7,26,1,0,0,0,0,0.171,2
4626,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,0.066,2
4627,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,0.091,2
4628,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,0.108,2
4629,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,0.131,2
4630,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,0.149,2
4631,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,0.143,2
4632,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,0.152,2
4633,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,0.145,2
4634,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,0.066,2
4635,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,0.077,2
4636,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,0.08,2
4637,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,0.093,2
4638,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,0.105,2
4639,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,0.104,2
4640,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,0.152,2
4641,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,0.111,2
4642,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,0.15,4
4643,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,0.2,4
4644,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,0.2,4
4645,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,0.23,4
4646,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,0.3,4
4647,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,0.3,4
4648,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,0.35,4
4649,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,0.35,4
4650,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,0.17,4
4651,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,0.2,4
4652,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,0.23,4
4653,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,0.23,4
4654,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,0.27,4
4655,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,0.3,4
4656,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,0.35,4
4657,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,0.4,4
4658,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,26,1,0,0,0,0,0.13,4
4659,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,26,1,0,0,0,0,0.2,4
4660,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,26,1,0,0,0,0,0.2,4
4661,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,26,1,0,0,0,0,0.25,4
4662,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,26,1,0,0,0,0,0.4,4
4663,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,539.55,26,1,0,0,0,0,0.33,4
4664,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,26,1,0,0,0,0,0.4,4
4665,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,686.7,26,1,0,0,0,0,0.5,4
4666,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,26,1,0,0,0,0,0.13,4
4667,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,26,1,0,0,0,0,0.2,4
4668,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,26,1,0,0,0,0,0.2,4
4669,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,26,1,0,0,0,0,0.25,4
4670,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,26,1,0,0,0,0,0.3,4
4671,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,539.55,26,1,0,0,0,0,0.3,4
4672,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,26,1,0,0,0,0,0.35,4
4673,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,686.7,26,1,0,0,0,0,0.45,4
4674,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,0.13,4
4675,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,0.2,4
4676,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,0.2,4
4677,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,0.2,4
4678,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,0.25,4
4679,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,0.3,4
4680,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,0.3,4
4681,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,0.3,4
4682,3,T26,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,26,1,0,0,0,0,0.13,4
4683,3,T26,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,26,1,0,0,0,0,0.15,4
4684,3,T26,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,26,1,0,0,0,0,0.2,4
4685,3,T26,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,26,1,0,0,0,0,0.2,4
4686,3,T26,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,26,1,0,0,0,0,0.25,4
4687,3,T26,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,539.55,26,1,0,0,0,0,0.3,4
4688,3,T26,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,26,1,0,0,0,0,0.25,4
4689,3,T26,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,24]","[0,0]","[0,0]",2,[33.45],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,1265.1,"[25,25,25]","[507.5,557.5,577.5]","[2,5,5]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,686.7,26,1,0,0,0,0,0.4,4
4690,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,4,1
4691,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,15,1
4692,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,19,1
4693,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,25,1
4694,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,26,1
4695,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,22,1
4696,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,25,1
4697,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,28,1
4698,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,33,1
4699,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,6,1
4700,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,11,1
4701,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,15,1
4702,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,25,1
4703,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,25,1
4704,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,22,1
4705,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,23,1
4706,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,20,1
4707,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,23,1
4708,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,7,1
4709,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,12,1
4710,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,16,1
4711,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,21,1
4712,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,26,1
4713,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,26,1
4714,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,27,1
4715,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,27,1
4716,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,25,1
4717,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,7,1
4718,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,11,1
4719,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,17,1
4720,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,19,1
4721,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,21,1
4722,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,20,1
4723,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,19,1
4724,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,20,1
4725,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,23,1
4726,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,10,1
4727,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,13,1
4728,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,17,1
4729,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,20,1
4730,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,20,1
4731,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,21,1
4732,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,21,1
4733,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,22,1
4734,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,24,1
4735,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,9,1
4736,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,12,1
4737,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,15,1
4738,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,16,1
4739,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,19,1
4740,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,21,1
4741,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,21,1
4742,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,24,1
4743,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,26,1
4744,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.045,2
4745,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.041,2
4746,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.057,2
4747,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.058,2
4748,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.075,2
4749,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.076,2
4750,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.082,2
4751,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.101,2
4752,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.137,2
4753,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.05,2
4754,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.073,2
4755,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.081,2
4756,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.075,2
4757,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.099,2
4758,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.096,2
4759,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.107,2
4760,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.177,2
4761,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.188,2
4762,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.044,2
4763,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.058,2
4764,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.095,2
4765,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.108,2
4766,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.113,2
4767,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.108,2
4768,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.147,2
4769,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.187,2
4770,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.203,2
4771,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.037,2
4772,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.045,2
4773,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.073,2
4774,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.082,2
4775,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.098,2
4776,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.109,2
4777,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.128,2
4778,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.174,2
4779,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.207,2
4780,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.046,2
4781,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.065,2
4782,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.071,2
4783,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.089,2
4784,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.116,2
4785,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.117,2
4786,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.15,2
4787,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.17,2
4788,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.208,2
4789,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.046,2
4790,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.053,2
4791,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.075,2
4792,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.086,2
4793,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.088,2
4794,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.101,2
4795,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.117,2
4796,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.136,2
4797,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.168,2
4798,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
4799,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4800,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
4801,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.13,4
4802,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.15,4
4803,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.15,4
4804,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.15,4
4805,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.2,4
4806,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.4,4
4807,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
4808,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4809,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
4810,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.13,4
4811,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
4812,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.15,4
4813,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.2,4
4814,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.25,4
4815,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.4,4
4816,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
4817,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4818,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.2,4
4819,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.3,4
4820,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.4,4
4821,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.5,4
4822,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.7,4
4823,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,1,4
4824,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.7,4
4825,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
4826,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.07,4
4827,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
4828,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
4829,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
4830,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.2,4
4831,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.23,4
4832,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.4,4
4833,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.5,4
4834,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
4835,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4836,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
4837,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
4838,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
4839,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.25,4
4840,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.3,4
4841,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
4842,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.5,4
4843,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
4844,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
4845,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
4846,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
4847,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
4848,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.25,4
4849,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.25,4
4850,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.35,4
4851,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,458,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.5,4
4852,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,10,1
4853,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,16,1
4854,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,17,1
4855,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,18,1
4856,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,21,1
4857,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,29,1,0,0,0,0,25,1
4858,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,26,1
4859,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,27,1
4860,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,29,1,0,0,0,0,8,1
4861,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,29,1,0,0,0,0,14,1
4862,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,16,1
4863,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,16,1
4864,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,17,1
4865,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,29,1,0,0,0,0,20,1
4866,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,20,1
4867,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,29,1,0,0,0,0,18,1
4868,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,10,1
4869,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,17,1
4870,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,17,1
4871,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,18,1
4872,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,19,1
4873,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,29,1,0,0,0,0,19,1
4874,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,19,1
4875,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,21,1
4876,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,9,1
4877,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,13,1
4878,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,16,1
4879,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,17,1
4880,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,17,1
4881,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,29,1,0,0,0,0,17,1
4882,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,18,1
4883,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,20,1
4884,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.05,2
4885,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,0.062,2
4886,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.087,2
4887,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.105,2
4888,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.116,2
4889,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,29,1,0,0,0,0,0.118,2
4890,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.123,2
4891,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,0.16,2
4892,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,29,1,0,0,0,0,0.055,2
4893,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,29,1,0,0,0,0,0.08,2
4894,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,0.098,2
4895,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,0.139,2
4896,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.168,2
4897,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,29,1,0,0,0,0,0.154,2
4898,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,0.201,2
4899,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,29,1,0,0,0,0,0.252,2
4900,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.057,2
4901,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,0.071,2
4902,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.093,2
4903,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.103,2
4904,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.127,2
4905,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,29,1,0,0,0,0,0.153,2
4906,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.183,2
4907,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,0.213,2
4908,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.052,2
4909,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,0.069,2
4910,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.082,2
4911,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.103,2
4912,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.138,2
4913,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,29,1,0,0,0,0,0.162,2
4914,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.185,2
4915,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,0.221,2
4916,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.1,4
4917,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,0.1,4
4918,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.17,4
4919,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.23,4
4920,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.3,4
4921,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,29,1,0,0,0,0,0.3,4
4922,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.35,4
4923,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,0.4,4
4924,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,29,1,0,0,0,0,0.07,4
4925,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,29,1,0,0,0,0,0.1,4
4926,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,29,1,0,0,0,0,0.15,4
4927,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,29,1,0,0,0,0,0.2,4
4928,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,29,1,0,0,0,0,0.3,4
4929,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,29,1,0,0,0,0,0.3,4
4930,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,29,1,0,0,0,0,0.4,4
4931,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,29,1,0,0,0,0,0.4,4
4932,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.13,4
4933,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,0.17,4
4934,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.25,4
4935,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.3,4
4936,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.3,4
4937,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,29,1,0,0,0,0,0.35,4
4938,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.4,4
4939,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,0.5,4
4940,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,29,1,0,0,0,0,0.07,4
4941,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,29,1,0,0,0,0,0.13,4
4942,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,29,1,0,0,0,0,0.15,4
4943,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,29,1,0,0,0,0,0.15,4
4944,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,29,1,0,0,0,0,0.25,4
4945,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,29,1,0,0,0,0,0.3,4
4946,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,29,1,0,0,0,0,0.3,4
4947,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,475.6,[26],[579],[3],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,29,1,0,0,0,0,0.6,4
4948,3,T3,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,43,1,0,0,0,0,13,1
4949,3,T3,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,43,1,0,0,0,0,14,1
4950,3,T3,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,43,1,0,0,0,0,15,1
4951,3,T3,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,43,1,0,0,0,0,18,1
4952,3,T3,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,43,1,0,0,0,0,19,1
4953,3,T3,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,43,1,0,0,0,0,19,1
4954,3,T3,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,43,1,0,0,0,0,21,1
4955,3,T3,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,43,1,0,0,0,0,20,1
4956,3,T3,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,43,1,0,0,0,0,18,1
4957,3,T3,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,43,1,0,0,0,0,18,1
4958,3,T3,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,43,1,0,0,0,0,19,1
4959,3,T3,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,43,1,0,0,0,0,20,1
4960,3,T3,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,43,1,0,0,0,0,20,1
4961,3,T3,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,43,1,0,0,0,0,20,1
4962,3,T3,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,43,1,0,0,0,0,21,1
4963,3,T3,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,43,1,0,0,0,0,20,1
4964,3,T3,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,43,1,0,0,0,0,0.033,2
4965,3,T3,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,43,1,0,0,0,0,0.051,2
4966,3,T3,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,43,1,0,0,0,0,0.059,2
4967,3,T3,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,43,1,0,0,0,0,0.068,2
4968,3,T3,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,43,1,0,0,0,0,0.082,2
4969,3,T3,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,43,1,0,0,0,0,0.105,2
4970,3,T3,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,43,1,0,0,0,0,0.113,2
4971,3,T3,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,43,1,0,0,0,0,0.135,2
4972,3,T3,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,43,1,0,0,0,0,0.04,2
4973,3,T3,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,43,1,0,0,0,0,0.068,2
4974,3,T3,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,43,1,0,0,0,0,0.079,2
4975,3,T3,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,43,1,0,0,0,0,0.102,2
4976,3,T3,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,43,1,0,0,0,0,0.117,2
4977,3,T3,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,43,1,0,0,0,0,0.15,2
4978,3,T3,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,43,1,0,0,0,0,0.156,2
4979,3,T3,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,43,1,0,0,0,0,0.2,2
4980,3,T3,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,43,1,0,0,0,0,0.05,4
4981,3,T3,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,43,1,0,0,0,0,0.1,4
4982,3,T3,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,43,1,0,0,0,0,0.15,4
4983,3,T3,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,43,1,0,0,0,0,0.15,4
4984,3,T3,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,43,1,0,0,0,0,0.2,4
4985,3,T3,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,43,1,0,0,0,0,0.25,4
4986,3,T3,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,43,1,0,0,0,0,0.25,4
4987,3,T3,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,43,1,0,0,0,0,0.4,4
4988,3,T3,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,43,1,0,0,0,0,0.05,4
4989,3,T3,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,43,1,0,0,0,0,0.1,4
4990,3,T3,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,43,1,0,0,0,0,0.15,4
4991,3,T3,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,43,1,0,0,0,0,0.15,4
4992,3,T3,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,43,1,0,0,0,0,0.17,4
4993,3,T3,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,43,1,0,0,0,0,0.23,4
4994,3,T3,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,43,1,0,0,0,0,0.25,4
4995,3,T3,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]",[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,43,1,0,0,0,0,0.4,4
4996,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,2,1
4997,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,11,1
4998,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,15,1
4999,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,17,1
5000,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,21,1
5001,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,21,1
5002,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,25,1
5003,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,22,1
5004,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,25,1
5005,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,3,1
5006,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,17,1
5007,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,20,1
5008,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,22,1
5009,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,24,1
5010,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,25,1
5011,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,28,1
5012,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,25,1
5013,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,29,1
5014,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,3,1
5015,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,19,1
5016,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,21,1
5017,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,20,1
5018,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,21,1
5019,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,22,1
5020,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,23,1
5021,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,24,1
5022,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,784.8,28,1,0,0,0,0,25,1
5023,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,2,1
5024,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,17,1
5025,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,17,1
5026,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,18,1
5027,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,21,1
5028,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,22,1
5029,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,22,1
5030,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,23,1
5031,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,24,1
5032,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,3,1
5033,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,15,1
5034,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,17,1
5035,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,19,1
5036,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,23,1
5037,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,22,1
5038,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,24,1
5039,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,23,1
5040,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,25,1
5041,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,3,1
5042,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,13,1
5043,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,15,1
5044,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,17,1
5045,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,21,1
5046,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,21,1
5047,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,22,1
5048,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,27,1
5049,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,784.8,28,1,0,0,0,0,27,1
5050,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.04,2
5051,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.034,2
5052,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.066,2
5053,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.102,2
5054,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.086,2
5055,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.111,2
5056,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.145,2
5057,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.223,2
5058,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,0.23,2
5059,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.043,2
5060,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.059,2
5061,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.075,2
5062,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.093,2
5063,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.099,2
5064,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.102,2
5065,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.128,2
5066,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.173,2
5067,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,0.221,2
5068,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.04,2
5069,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.068,2
5070,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.082,2
5071,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.125,2
5072,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.167,2
5073,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,0.177,2
5074,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.235,2
5075,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,0.272,2
5076,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,784.8,28,1,0,0,0,0,0.345,2
5077,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.09,2
5078,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.056,2
5079,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.084,2
5080,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.103,2
5081,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.133,2
5082,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.139,2
5083,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.177,2
5084,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.213,2
5085,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,0.327,2
5086,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.057,2
5087,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.071,2
5088,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.088,2
5089,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.117,2
5090,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.147,2
5091,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.165,2
5092,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.181,2
5093,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.219,2
5094,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,0.33,2
5095,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.057,2
5096,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.1,2
5097,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.105,2
5098,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.151,2
5099,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.159,2
5100,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,0.192,2
5101,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.226,2
5102,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,0.284,2
5103,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,784.8,28,1,0,0,0,0,0.424,2
5104,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.05,4
5105,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
5106,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
5107,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.23,4
5108,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
5109,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.35,4
5110,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.6,4
5111,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.7,4
5112,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,1,4
5113,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.03,4
5114,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
5115,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.25,4
5116,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.3,4
5117,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
5118,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.3,4
5119,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.5,4
5120,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.6,4
5121,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,0.8,4
5122,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
5123,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.2,4
5124,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
5125,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.3,4
5126,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.45,4
5127,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,0.3,4
5128,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.7,4
5129,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,1.1,4
5130,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,784.8,28,1,0,0,0,0,1.2,4
5131,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
5132,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
5133,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
5134,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.23,4
5135,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.35,4
5136,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.4,4
5137,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.5,4
5138,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.5,4
5139,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,0.75,4
5140,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.07,4
5141,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
5142,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
5143,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
5144,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.35,4
5145,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.4,4
5146,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.4,4
5147,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.5,4
5148,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,784.8,28,1,0,0,0,0,0.85,4
5149,3,T31,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.07,4
5150,3,T31,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.2,4
5151,3,T31,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.25,4
5152,3,T31,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.3,4
5153,3,T31,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
5154,3,T31,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,0.5,4
5155,3,T31,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.6,4
5156,3,T31,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,0.75,4
5157,3,T31,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[36.1],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,970.9,"[8,8,8]","[551,571,591]","[2,5,5]","[32,32,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,784.8,28,1,0,0,0,0,1.2,4
5158,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,8,1
5159,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,14,1
5160,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,17,1
5161,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,18,1
5162,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,19,1
5163,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,19,1
5164,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,19,1
5165,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,19,1
5166,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,22,1
5167,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,24,1
5168,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,13,1
5169,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,16,1
5170,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,18,1
5171,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,19,1
5172,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,21,1
5173,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,26,1
5174,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,27,1
5175,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,27,1
5176,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,29,1
5177,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,6,1
5178,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,14,1
5179,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,16,1
5180,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,17,1
5181,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,18,1
5182,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,18,1
5183,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,20,1
5184,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,25,1
5185,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,26,1
5186,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,28,1
5187,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,4,1
5188,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,13,1
5189,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,18,1
5190,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,19,1
5191,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,23,1
5192,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,23,1
5193,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,22,1
5194,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,23,1
5195,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,23,1
5196,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,24,1
5197,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,12,1
5198,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,20,1
5199,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,21,1
5200,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,21,1
5201,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,22,1
5202,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,24,1
5203,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,26,1
5204,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,27,1
5205,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,28,1
5206,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,13,1
5207,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,18,1
5208,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,19,1
5209,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,21,1
5210,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,22,1
5211,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,25,1
5212,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,25,1
5213,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,27,1
5214,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,27,1
5215,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.03,2
5216,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.046,2
5217,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.069,2
5218,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.09,2
5219,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.098,2
5220,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.119,2
5221,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.151,2
5222,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.171,2
5223,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.174,2
5224,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.19,2
5225,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.042,2
5226,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.057,2
5227,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.067,2
5228,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.082,2
5229,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.09,2
5230,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.105,2
5231,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.121,2
5232,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.147,2
5233,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.157,2
5234,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,0.03,2
5235,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.09,2
5236,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.078,2
5237,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.089,2
5238,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.11,2
5239,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.117,2
5240,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.154,2
5241,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.142,2
5242,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.168,2
5243,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.191,2
5244,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,0.03,2
5245,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.053,2
5246,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.075,2
5247,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.094,2
5248,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.1,2
5249,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.117,2
5250,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.135,2
5251,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.135,2
5252,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.19,2
5253,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.215,2
5254,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.04,2
5255,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.053,2
5256,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.065,2
5257,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.08,2
5258,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.108,2
5259,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.101,2
5260,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.117,2
5261,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.126,2
5262,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.145,2
5263,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.047,2
5264,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.061,2
5265,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.078,2
5266,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.091,2
5267,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.118,2
5268,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.116,2
5269,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.138,2
5270,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.147,2
5271,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.173,2
5272,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.03,4
5273,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
5274,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
5275,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
5276,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
5277,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.2,4
5278,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
5279,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.25,4
5280,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
5281,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.5,4
5282,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
5283,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
5284,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
5285,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
5286,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.2,4
5287,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
5288,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.27,4
5289,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.4,4
5290,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.65,4
5291,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,0.03,4
5292,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
5293,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
5294,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
5295,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.2,4
5296,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
5297,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.25,4
5298,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
5299,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.37,4
5300,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,49.05,28,1,0,0,0,0,0.03,4
5301,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
5302,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
5303,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.13,4
5304,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
5305,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.2,4
5306,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
5307,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.23,4
5308,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.27,4
5309,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.33,4
5310,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
5311,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
5312,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
5313,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.13,4
5314,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.2,4
5315,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
5316,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.23,4
5317,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.23,4
5318,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.4,4
5319,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
5320,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.13,4
5321,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
5322,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.17,4
5323,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.25,4
5324,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.23,4
5325,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.25,4
5326,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
5327,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.4,4
5328,3,T4,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,37,1,0,0,0,0,4,1
5329,3,T4,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,37,1,0,0,0,0,15,1
5330,3,T4,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,37,1,0,0,0,0,17,1
5331,3,T4,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,37,1,0,0,0,0,17,1
5332,3,T4,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,37,1,0,0,0,0,290,1
5333,3,T4,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,37,1,0,0,0,0,20,1
5334,3,T4,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,37,1,0,0,0,0,21,1
5335,3,T4,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,37,1,0,0,0,0,21,1
5336,3,T4,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,37,1,0,0,0,0,21,1
5337,3,T4,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,37,1,0,0,0,0,21,1
5338,3,T4,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,37,1,0,0,0,0,6,1
5339,3,T4,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,37,1,0,0,0,0,17,1
5340,3,T4,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,37,1,0,0,0,0,18,1
5341,3,T4,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,37,1,0,0,0,0,18,1
5342,3,T4,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,37,1,0,0,0,0,20,1
5343,3,T4,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,37,1,0,0,0,0,20,1
5344,3,T4,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,37,1,0,0,0,0,22,1
5345,3,T4,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,37,1,0,0,0,0,22,1
5346,3,T4,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,37,1,0,0,0,0,22,1
5347,3,T4,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,37,1,0,0,0,0,22,1
5348,3,T4,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,37,1,0,0,0,0,0.06,2
5349,3,T4,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,37,1,0,0,0,0,0.061,2
5350,3,T4,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,37,1,0,0,0,0,0.071,2
5351,3,T4,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,37,1,0,0,0,0,0.085,2
5352,3,T4,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,37,1,0,0,0,0,0.111,2
5353,3,T4,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,37,1,0,0,0,0,0.125,2
5354,3,T4,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,37,1,0,0,0,0,0.112,2
5355,3,T4,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,37,1,0,0,0,0,0.131,2
5356,3,T4,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,37,1,0,0,0,0,0.145,2
5357,3,T4,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,37,1,0,0,0,0,0.176,2
5358,3,T4,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,37,1,0,0,0,0,0.047,2
5359,3,T4,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,37,1,0,0,0,0,0.067,2
5360,3,T4,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,37,1,0,0,0,0,0.068,2
5361,3,T4,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,37,1,0,0,0,0,0.089,2
5362,3,T4,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,37,1,0,0,0,0,0.119,2
5363,3,T4,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,37,1,0,0,0,0,0.127,2
5364,3,T4,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,37,1,0,0,0,0,0.101,2
5365,3,T4,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,37,1,0,0,0,0,0.115,2
5366,3,T4,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,37,1,0,0,0,0,0.133,2
5367,3,T4,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,37,1,0,0,0,0,0.17,2
5368,3,T4,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,37,1,0,0,0,0,0.07,4
5369,3,T4,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,37,1,0,0,0,0,0.1,4
5370,3,T4,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,37,1,0,0,0,0,0.1,4
5371,3,T4,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,37,1,0,0,0,0,0.13,4
5372,3,T4,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,37,1,0,0,0,0,0.2,4
5373,3,T4,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,37,1,0,0,0,0,0.25,4
5374,3,T4,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,37,1,0,0,0,0,0.2,4
5375,3,T4,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,37,1,0,0,0,0,0.23,4
5376,3,T4,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,37,1,0,0,0,0,0.25,4
5377,3,T4,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,37,1,0,0,0,0,0.35,4
5378,3,T4,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,37,1,0,0,0,0,0.05,4
5379,3,T4,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,37,1,0,0,0,0,0.15,4
5380,3,T4,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,37,1,0,0,0,0,0.1,4
5381,3,T4,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,37,1,0,0,0,0,0.17,4
5382,3,T4,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,37,1,0,0,0,0,0.2,4
5383,3,T4,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,37,1,0,0,0,0,0.2,4
5384,3,T4,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,37,1,0,0,0,0,0.17,4
5385,3,T4,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,37,1,0,0,0,0,0.2,4
5386,3,T4,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,37,1,0,0,0,0,0.25,4
5387,3,T4,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,37,1,0,0,0,0,0.4,4
5388,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,2,1
5389,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,4,1
5390,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,14,1
5391,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,15,1
5392,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,16,1
5393,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,18,1
5394,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,19,1
5395,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,18,1
5396,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,19,1
5397,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,19,1
5398,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,2,1
5399,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,4,1
5400,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,14,1
5401,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,16,1
5402,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,16,1
5403,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,18,1
5404,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,19,1
5405,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,19,1
5406,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,18,1
5407,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,18,1
5408,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,2,1
5409,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,4,1
5410,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,13,1
5411,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,14,1
5412,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,13,1
5413,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,13,1
5414,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,14,1
5415,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,13,1
5416,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,15,1
5417,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,15,1
5418,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,1,1
5419,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,4,1
5420,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,14,1
5421,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,16,1
5422,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,16,1
5423,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,16,1
5424,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,16,1
5425,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,16,1
5426,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,16,1
5427,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,17,1
5428,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,1,1
5429,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,4,1
5430,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,12,1
5431,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,13,1
5432,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,15,1
5433,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,14,1
5434,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,15,1
5435,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,15,1
5436,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,16,1
5437,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,16,1
5438,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,2,1
5439,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,5,1
5440,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,13,1
5441,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,14,1
5442,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,16,1
5443,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,16,1
5444,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,16,1
5445,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,18,1
5446,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,18,1
5447,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,18,1
5448,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.015,2
5449,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.113,2
5450,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.121,2
5451,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.155,2
5452,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.172,2
5453,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.325,2
5454,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.192,2
5455,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.254,2
5456,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.273,2
5457,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.304,2
5458,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.05,2
5459,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.095,2
5460,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.104,2
5461,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.129,2
5462,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.148,2
5463,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.153,2
5464,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.168,2
5465,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.203,2
5466,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.239,2
5467,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.278,2
5468,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.05,2
5469,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.1,2
5470,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.139,2
5471,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.184,2
5472,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.236,2
5473,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.258,2
5474,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,0.257,2
5475,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.388,2
5476,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.351,2
5477,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,0.44,2
5478,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.15,2
5479,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.153,2
5480,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.131,2
5481,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.156,2
5482,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.188,2
5483,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.217,2
5484,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.244,2
5485,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.246,2
5486,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.297,2
5487,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.341,2
5488,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.13,2
5489,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.128,2
5490,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.136,2
5491,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.165,2
5492,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.171,2
5493,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.219,2
5494,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.237,2
5495,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.25,2
5496,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.269,2
5497,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.312,2
5498,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.06,2
5499,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.096,2
5500,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.151,2
5501,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.199,2
5502,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.201,2
5503,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.241,2
5504,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,0.263,2
5505,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.262,2
5506,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.286,2
5507,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,0.343,2
5508,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.13,4
5509,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.2,4
5510,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.3,4
5511,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.35,4
5512,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.4,4
5513,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.5,4
5514,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.6,4
5515,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.7,4
5516,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.75,4
5517,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.85,4
5518,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
5519,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
5520,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.25,4
5521,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.37,4
5522,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.35,4
5523,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.35,4
5524,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.45,4
5525,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.65,4
5526,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.8,4
5527,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.8,4
5528,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
5529,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
5530,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.25,4
5531,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.35,4
5532,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.37,4
5533,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.45,4
5534,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,0.6,4
5535,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.85,4
5536,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.85,4
5537,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,1,4
5538,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.15,4
5539,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.25,4
5540,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.35,4
5541,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.4,4
5542,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.55,4
5543,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.57,4
5544,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.7,4
5545,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.7,4
5546,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.8,4
5547,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.9,4
5548,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.13,4
5549,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.23,4
5550,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.3,4
5551,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.37,4
5552,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.4,4
5553,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.5,4
5554,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,392.4,28,1,0,0,0,0,0.6,4
5555,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.6,4
5556,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.65,4
5557,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,588.6,28,1,0,0,0,0,0.75,4
5558,3,T40,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.07,4
5559,3,T40,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
5560,3,T40,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.33,4
5561,3,T40,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.4,4
5562,3,T40,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.5,4
5563,3,T40,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.57,4
5564,3,T40,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,392.4,28,1,0,0,0,0,0.6,4
5565,3,T40,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.7,4
5566,3,T40,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.8,4
5567,3,T40,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[17.17],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,1098.3,"[5.6,5.6,5.6]","[552.2,572.2,592.2]","[2,5,5]","[36,36,36]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,588.6,28,1,0,0,0,0,0.9,4
5568,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,2,1
5569,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,17,1
5570,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,19,1
5571,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,23,1
5572,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,23,1
5573,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,23,1
5574,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,24,1
5575,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,26,1
5576,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,28,1
5577,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,28,1
5578,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,2,1
5579,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,16,1
5580,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,21,1
5581,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,24,1
5582,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,24,1
5583,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,24,1
5584,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,24,1
5585,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,24,1
5586,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,26,1
5587,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,26,1
5588,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.05,2
5589,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.049,2
5590,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.051,2
5591,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.062,2
5592,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.078,2
5593,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.09,2
5594,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.107,2
5595,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.118,2
5596,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.133,2
5597,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.157,2
5598,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.04,2
5599,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.048,2
5600,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.055,2
5601,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.068,2
5602,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.085,2
5603,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.098,2
5604,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.109,2
5605,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.14,2
5606,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.169,2
5607,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.211,2
5608,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
5609,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.1,4
5610,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
5611,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
5612,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.17,4
5613,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,14,0,0,294.3,28,1,0,0,0,0,0.2,4
5614,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.25,4
5615,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
5616,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,441.45,28,1,0,0,0,0,0.3,4
5617,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,490.5,28,1,0,0,0,0,0.3,4
5618,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,98.1,28,1,0,0,0,0,0.05,4
5619,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.15,28,1,0,0,0,0,0.07,4
5620,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
5621,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.25,28,1,0,0,0,0,0.1,4
5622,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.3,28,1,0,0,0,0,0.13,4
5623,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.3,28,1,0,0,0,0,0.17,4
5624,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.35,28,1,0,0,0,0,0.2,4
5625,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.4,28,1,0,0,0,0,0.2,4
5626,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.45,28,1,0,0,0,0,0.25,4
5627,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,568.8,[32],[569],[2],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.5,28,1,0,0,0,0,0.33,4
5628,3,T9,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,7,1
5629,3,T9,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,12,1
5630,3,T9,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,22,1
5631,3,T9,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,24,1
5632,3,T9,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,24,1
5633,3,T9,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,6,0,0,294.3,28,1,0,0,0,0,24,1
5634,3,T9,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,17,1
5635,3,T9,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,19,1
5636,3,T9,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,25,1
5637,3,T9,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,26,1
5638,3,T9,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,26,1
5639,3,T9,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,6,0,0,294.3,28,1,0,0,0,0,26,1
5640,3,T9,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.046,2
5641,3,T9,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.048,2
5642,3,T9,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.048,2
5643,3,T9,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.055,2
5644,3,T9,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.065,2
5645,3,T9,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,6,0,0,294.3,28,1,0,0,0,0,0.078,2
5646,3,T9,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.038,2
5647,3,T9,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.047,2
5648,3,T9,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.053,2
5649,3,T9,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.061,2
5650,3,T9,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.07,2
5651,3,T9,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,6,0,0,294.3,28,1,0,0,0,0,0.079,2
5652,3,T9,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.1,4
5653,3,T9,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.13,4
5654,3,T9,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.15,4
5655,3,T9,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
5656,3,T9,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
5657,3,T9,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,6,0,0,294.3,28,1,0,0,0,0,0.25,4
5658,3,T9,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,98.1,28,1,0,0,0,0,0.07,4
5659,3,T9,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,147.15,28,1,0,0,0,0,0.07,4
5660,3,T9,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,196.2,28,1,0,0,0,0,0.1,4
5661,3,T9,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.13,4
5662,3,T9,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.15,4
5663,3,T9,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500,4000,2000,2000,625,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,1,0,6,0,0,294.3,28,1,0,0,0,0,0.17,4
5664,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,5,1
5665,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,5,1
5666,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,6,1
5667,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,7,1
5668,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,7,1
5669,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,7,1
5670,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,9,1
5671,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,10,1
5672,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,7,1
5673,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,9,1
5674,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,10,1
5675,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,4,1
5676,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,5,1
5677,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,7,1
5678,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,7,1
5679,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,8,1
5680,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,7,1
5681,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,7,1
5682,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,8,1
5683,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,8,1
5684,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,10,1
5685,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,10,1
5686,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,4,1
5687,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,6,1
5688,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,10,1
5689,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,4,1
5690,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,6,1
5691,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,9,1
5692,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,9,1
5693,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,9,1
5694,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,9,1
5695,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,11,1
5696,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,9,1
5697,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,9,1
5698,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,11,1
5699,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,12,1
5700,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,4,1
5701,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,6,1
5702,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,7,1
5703,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,10,1
5704,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.068,2
5705,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.127,2
5706,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.164,2
5707,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.206,2
5708,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.193,2
5709,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.292,2
5710,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,0.303,2
5711,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,0.351,2
5712,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.075,2
5713,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.164,2
5714,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.171,2
5715,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.213,2
5716,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.218,2
5717,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.262,2
5718,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,0.264,2
5719,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,0.361,2
5720,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.055,2
5721,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.145,2
5722,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.154,2
5723,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.207,2
5724,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.222,2
5725,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.255,2
5726,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,0.272,2
5727,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,0.315,2
5728,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.08,2
5729,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.09,2
5730,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.121,2
5731,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.104,2
5732,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.128,2
5733,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.151,2
5734,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,0.182,2
5735,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,0.246,2
5736,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.055,2
5737,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.106,2
5738,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.144,2
5739,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.138,2
5740,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.155,2
5741,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.184,2
5742,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,0.202,2
5743,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,0.283,2
5744,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.13,4
5745,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.25,4
5746,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.35,4
5747,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.43,4
5748,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.35,4
5749,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.5,4
5750,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,0.7,4
5751,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,0.75,4
5752,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.15,4
5753,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.27,4
5754,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.35,4
5755,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.45,4
5756,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.45,4
5757,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.5,4
5758,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,0.65,4
5759,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,0.75,4
5760,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.07,4
5761,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.2,4
5762,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.3,4
5763,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.35,4
5764,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.4,4
5765,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.43,4
5766,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,0.55,4
5767,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,0.7,4
5768,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.15,4
5769,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.2,4
5770,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.25,4
5771,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.3,4
5772,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.3,4
5773,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.45,4
5774,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,0.55,4
5775,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,0.65,4
5776,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.07,4
5777,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.2,4
5778,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.3,4
5779,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.3,4
5780,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.3,4
5781,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.4,4
5782,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,29,1,0,0,0,0,0.4,4
5783,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,150,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,508.2,[12],[126],[5],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,29,1,0,0,0,0,0.6,4
5784,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,8,1
5785,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,8,1
5786,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,8,1
5787,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,10,1
5788,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,9,1
5789,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,10,1
5790,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,12,1
5791,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,7,1
5792,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,8,1
5793,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,8,1
5794,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,11,1
5795,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,10,1
5796,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,11,1
5797,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,11,1
5798,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,6,1
5799,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,8,1
5800,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,9,1
5801,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,10,1
5802,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,9,1
5803,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,10,1
5804,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,10,1
5805,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,6,1
5806,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,8,1
5807,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,10,1
5808,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,11,1
5809,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,10,1
5810,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,12,1
5811,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,12,1
5812,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,8,1
5813,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,9,1
5814,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,11,1
5815,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,13,1
5816,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,13,1
5817,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,14,1
5818,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,14,1
5819,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,7,1
5820,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,8,1
5821,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,10,1
5822,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,11,1
5823,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,10,1
5824,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,12,1
5825,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,12,1
5826,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,7,1
5827,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,8,1
5828,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,10,1
5829,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,11,1
5830,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,10,1
5831,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,12,1
5832,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,13,1
5833,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.093,2
5834,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.111,2
5835,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.149,2
5836,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.172,2
5837,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.224,2
5838,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.291,2
5839,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.282,2
5840,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.091,2
5841,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.096,2
5842,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.12,2
5843,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.131,2
5844,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.19,2
5845,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.213,2
5846,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.254,2
5847,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.088,2
5848,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.098,2
5849,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.124,2
5850,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.173,2
5851,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.209,2
5852,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.284,2
5853,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.344,2
5854,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.073,2
5855,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.084,2
5856,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.107,2
5857,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.152,2
5858,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.208,2
5859,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.227,2
5860,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.253,2
5861,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.075,2
5862,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.082,2
5863,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.1,2
5864,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.129,2
5865,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.156,2
5866,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.182,2
5867,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.238,2
5868,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.08,2
5869,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.095,2
5870,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.117,2
5871,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.131,2
5872,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.159,2
5873,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.198,2
5874,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.248,2
5875,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.096,2
5876,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.09,2
5877,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.13,2
5878,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.16,2
5879,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.21,2
5880,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.24,2
5881,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.282,2
5882,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.15,4
5883,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.15,4
5884,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.25,4
5885,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.27,4
5886,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.33,4
5887,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.45,4
5888,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.47,4
5889,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.13,4
5890,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.2,4
5891,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.23,4
5892,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.3,4
5893,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.4,4
5894,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.5,4
5895,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.57,4
5896,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.13,4
5897,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.17,4
5898,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.25,4
5899,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.3,4
5900,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.35,4
5901,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.45,4
5902,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.53,4
5903,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.13,4
5904,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.17,4
5905,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.2,4
5906,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.3,4
5907,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.45,4
5908,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.5,4
5909,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.6,4
5910,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.15,4
5911,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.2,4
5912,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.2,4
5913,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.3,4
5914,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.4,4
5915,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.45,4
5916,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.55,4
5917,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.13,4
5918,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.15,4
5919,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.2,4
5920,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.2,4
5921,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.27,4
5922,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.27,4
5923,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.4,4
5924,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.17,4
5925,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.17,4
5926,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.2,4
5927,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.35,4
5928,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.37,4
5929,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.43,4
5930,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,1,493.4,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.55,4
5931,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,1,1
5932,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,7,1
5933,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,9,1
5934,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,9,1
5935,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,11,1
5936,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,11,1
5937,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,11,1
5938,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,11,1
5939,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,2,1
5940,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,8,1
5941,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,9,1
5942,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,10,1
5943,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,11,1
5944,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,11,1
5945,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,11,1
5946,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,11,1
5947,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,2,1
5948,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,8,1
5949,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,10,1
5950,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,11,1
5951,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,12,1
5952,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,13,1
5953,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,13,1
5954,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,13,1
5955,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,2,1
5956,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,8,1
5957,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,9,1
5958,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,9,1
5959,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,12,1
5960,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,14,1
5961,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,14,1
5962,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,14,1
5963,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,1,1
5964,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,8,1
5965,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,9,1
5966,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,11,1
5967,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,11,1
5968,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,13,1
5969,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,14,1
5970,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,14,1
5971,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,1,1
5972,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,7,1
5973,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,8,1
5974,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,10,1
5975,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,11,1
5976,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,13,1
5977,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,13,1
5978,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,13,1
5979,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,2,1
5980,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,7,1
5981,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,8,1
5982,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,10,1
5983,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,10,1
5984,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,12,1
5985,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,13,1
5986,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,13,1
5987,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.05,2
5988,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.096,2
5989,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.123,2
5990,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.154,2
5991,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.167,2
5992,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.233,2
5993,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.28,2
5994,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.417,2
5995,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.03,2
5996,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.077,2
5997,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.116,2
5998,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.145,2
5999,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.17,2
6000,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.219,2
6001,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.235,2
6002,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.379,2
6003,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.04,2
6004,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.101,2
6005,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.113,2
6006,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.147,2
6007,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.168,2
6008,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.206,2
6009,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.23,2
6010,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.317,2
6011,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.05,2
6012,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.101,2
6013,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.11,2
6014,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.146,2
6015,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.158,2
6016,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.184,2
6017,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.211,2
6018,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.319,2
6019,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.04,2
6020,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.077,2
6021,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.098,2
6022,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.114,2
6023,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.154,2
6024,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.163,2
6025,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.178,2
6026,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.238,2
6027,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.05,2
6028,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.081,2
6029,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.105,2
6030,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.124,2
6031,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.154,2
6032,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.165,2
6033,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.206,2
6034,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.293,2
6035,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.06,2
6036,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.093,2
6037,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.13,2
6038,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.135,2
6039,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.18,2
6040,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.203,2
6041,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.232,2
6042,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.343,2
6043,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.05,4
6044,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.2,4
6045,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.3,4
6046,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.33,4
6047,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.4,4
6048,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.5,4
6049,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.6,4
6050,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.75,4
6051,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.03,4
6052,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.1,4
6053,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.17,4
6054,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.23,4
6055,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.3,4
6056,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.35,4
6057,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.4,4
6058,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.67,4
6059,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.05,4
6060,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.2,4
6061,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.2,4
6062,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.3,4
6063,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.35,4
6064,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.4,4
6065,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.45,4
6066,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.75,4
6067,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.07,4
6068,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.2,4
6069,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.25,4
6070,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.3,4
6071,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.4,4
6072,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.45,4
6073,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.45,4
6074,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.6,4
6075,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.05,4
6076,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.2,4
6077,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.2,4
6078,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.25,4
6079,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.3,4
6080,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.4,4
6081,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.4,4
6082,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.55,4
6083,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.07,4
6084,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.17,4
6085,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.2,4
6086,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.3,4
6087,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.4,4
6088,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.4,4
6089,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.5,4
6090,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.75,4
6091,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,28,1,0,0,0,0,0.07,4
6092,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,28,1,0,0,0,0,0.2,4
6093,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,28,1,0,0,0,0,0.23,4
6094,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,28,1,0,0,0,0,0.3,4
6095,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,28,1,0,0,0,0,0.4,4
6096,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,28,1,0,0,0,0,0.45,4
6097,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,28,1,0,0,0,0,0.5,4
6098,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,26]","[0,0]","[0,0]",2,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,463,[8],[131],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,28,1,0,0,0,0,0.75,4
6099,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,12,1
6100,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,12,1
6101,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,12,1
6102,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,12,1
6103,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,16,1
6104,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,16,1
6105,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,17,1
6106,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,13,1
6107,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,13,1
6108,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,14,1
6109,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,14,1
6110,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,15,1
6111,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,15,1
6112,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,15,1
6113,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,11,1
6114,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,12,1
6115,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,13,1
6116,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,13,1
6117,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,14,1
6118,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,14,1
6119,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,16,1
6120,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,11,1
6121,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,13,1
6122,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,13,1
6123,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,13,1
6124,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,15,1
6125,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,16,1
6126,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,16,1
6127,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,10,1
6128,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,12,1
6129,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,12,1
6130,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,12,1
6131,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,14,1
6132,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,15,1
6133,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,15,1
6134,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,0.058,2
6135,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,0.111,2
6136,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,0.124,2
6137,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,0.144,2
6138,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,0.144,2
6139,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,0.177,2
6140,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,0.216,2
6141,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,0.074,2
6142,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,0.115,2
6143,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,0.118,2
6144,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,0.139,2
6145,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,0.16,2
6146,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,0.187,2
6147,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,0.264,2
6148,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,0.073,2
6149,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,0.089,2
6150,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,0.107,2
6151,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,0.131,2
6152,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,0.163,2
6153,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,0.181,2
6154,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,0.233,2
6155,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,0.08,2
6156,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,0.098,2
6157,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,0.114,2
6158,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,0.123,2
6159,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,0.154,2
6160,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,0.148,2
6161,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,0.259,2
6162,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,0.098,2
6163,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,0.136,2
6164,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,0.168,2
6165,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,0.175,2
6166,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,0.192,2
6167,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,0.229,2
6168,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,0.313,2
6169,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,0.1,4
6170,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,0.2,4
6171,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,0.2,4
6172,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,0.23,4
6173,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,0.3,4
6174,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,0.3,4
6175,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,0.8,4
6176,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,0.15,4
6177,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,0.2,4
6178,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,0.25,4
6179,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,0.3,4
6180,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,0.37,4
6181,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,0.4,4
6182,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,0.9,4
6183,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,0.13,4
6184,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,0.2,4
6185,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,0.2,4
6186,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,0.25,4
6187,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,0.4,4
6188,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,0.4,4
6189,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,0.9,4
6190,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,0.1,4
6191,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,0.17,4
6192,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,0.2,4
6193,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,0.25,4
6194,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,0.3,4
6195,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,0.3,4
6196,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,0.8,4
6197,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,31,1,0,0,0,0,0.2,4
6198,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,31,1,0,0,0,0,0.25,4
6199,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,31,1,0,0,0,0,0.27,4
6200,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,31,1,0,0,0,0,0.33,4
6201,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,31,1,0,0,0,0,0.4,4
6202,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,31,1,0,0,0,0,0.5,4
6203,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,150,950,"[1,3]","[2,29]","[0,0]","[0,0]",2,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,514,[10],[130],[5],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,31,1,0,0,0,0,0.75,4
6204,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,12,1
6205,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,13,1
6206,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,13,1
6207,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,13,1
6208,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,13,1
6209,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,13,1
6210,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,12,1
6211,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,13,1
6212,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,13,1
6213,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,13,1
6214,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,13,1
6215,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,14,1
6216,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,12,1
6217,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,13,1
6218,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,13,1
6219,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,14,1
6220,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,14,1
6221,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,14,1
6222,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,11,1
6223,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,14,1
6224,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,15,1
6225,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,15,1
6226,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,15,1
6227,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,15,1
6228,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,11,1
6229,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,13,1
6230,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,13,1
6231,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,14,1
6232,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,14,1
6233,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,15,1
6234,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,11,1
6235,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,12,1
6236,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,12,1
6237,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,13,1
6238,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,13,1
6239,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,14,1
6240,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,12,1
6241,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,13,1
6242,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,13,1
6243,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,13,1
6244,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,14,1
6245,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,14,1
6246,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.073,2
6247,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.102,2
6248,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.107,2
6249,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.12,2
6250,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.138,2
6251,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.202,2
6252,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.069,2
6253,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.112,2
6254,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.118,2
6255,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.141,2
6256,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.157,2
6257,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.239,2
6258,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.069,2
6259,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.11,2
6260,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.123,2
6261,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.129,2
6262,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.166,2
6263,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.266,2
6264,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.041,2
6265,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.065,2
6266,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.079,2
6267,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.086,2
6268,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.103,2
6269,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.157,2
6270,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.047,2
6271,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.08,2
6272,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.081,2
6273,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.086,2
6274,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.1,2
6275,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.141,2
6276,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.059,2
6277,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.091,2
6278,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.095,2
6279,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.109,2
6280,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.12,2
6281,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.163,2
6282,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.068,2
6283,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.105,2
6284,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.117,2
6285,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.139,2
6286,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.158,2
6287,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.21,2
6288,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.1,4
6289,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.15,4
6290,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.15,4
6291,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.2,4
6292,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.2,4
6293,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.43,4
6294,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.1,4
6295,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.17,4
6296,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.17,4
6297,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.2,4
6298,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.27,4
6299,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.5,4
6300,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.13,4
6301,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.15,4
6302,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.15,4
6303,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.2,4
6304,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.27,4
6305,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.55,4
6306,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.07,4
6307,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.13,4
6308,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.15,4
6309,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.15,4
6310,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.2,4
6311,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.4,4
6312,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.07,4
6313,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.13,4
6314,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.15,4
6315,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.15,4
6316,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.2,4
6317,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.3,4
6318,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.1,4
6319,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.15,4
6320,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.17,4
6321,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.2,4
6322,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.2,4
6323,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.3,4
6324,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,27,1,0,0,0,0,0.1,4
6325,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,27,1,0,0,0,0,0.17,4
6326,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,294.2,27,1,0,0,0,0,0.17,4
6327,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,27,1,0,0,0,0,0.2,4
6328,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,27,1,0,0,0,0,0.25,4
6329,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220,4060,1600,1600,150,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,460.4,[8],[130],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,490.3,27,1,0,0,0,0,0.3,4
6330,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,12,1
6331,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,12,1
6332,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,12,1
6333,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,12,1
6334,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,12,1
6335,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,12,1
6336,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,14,1
6337,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,15,1
6338,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,13,1
6339,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,13,1
6340,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,13,1
6341,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,13,1
6342,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,13,1
6343,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,13,1
6344,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,15,1
6345,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,16,1
6346,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,13,1
6347,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,13,1
6348,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,13,1
6349,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,13,1
6350,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,13,1
6351,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,13,1
6352,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,15,1
6353,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,15,1
6354,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,13,1
6355,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,13,1
6356,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,13,1
6357,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,13,1
6358,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,13,1
6359,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,13,1
6360,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,15,1
6361,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,15,1
6362,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,14,1
6363,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,14,1
6364,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,14,1
6365,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,14,1
6366,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,14,1
6367,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,15,1
6368,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,16,1
6369,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,16,1
6370,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,12,1
6371,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,12,1
6372,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,12,1
6373,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,12,1
6374,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,14,1
6375,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,14,1
6376,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,15,1
6377,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,18,1
6378,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,12,1
6379,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,12,1
6380,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,12,1
6381,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,12,1
6382,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,13,1
6383,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,13,1
6384,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,13,1
6385,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,16,1
6386,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.021,2
6387,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.038,2
6388,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.052,2
6389,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.064,2
6390,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.06,2
6391,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.074,2
6392,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.115,2
6393,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.16,2
6394,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.017,2
6395,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.041,2
6396,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.057,2
6397,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.067,2
6398,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.063,2
6399,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.08,2
6400,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.118,2
6401,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.172,2
6402,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.022,2
6403,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.042,2
6404,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.057,2
6405,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.075,2
6406,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.065,2
6407,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.087,2
6408,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.148,2
6409,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.215,2
6410,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.018,2
6411,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.038,2
6412,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.058,2
6413,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.075,2
6414,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.07,2
6415,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.094,2
6416,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.146,2
6417,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.221,2
6418,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.015,2
6419,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.03,2
6420,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.049,2
6421,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.054,2
6422,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.058,2
6423,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.071,2
6424,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.121,2
6425,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.174,2
6426,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.018,2
6427,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.038,2
6428,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.053,2
6429,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.072,2
6430,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.056,2
6431,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.08,2
6432,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.128,2
6433,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.162,2
6434,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.028,2
6435,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.045,2
6436,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.06,2
6437,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.076,2
6438,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.064,2
6439,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.078,2
6440,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.149,2
6441,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.191,2
6442,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.05,4
6443,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.05,4
6444,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.1,4
6445,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.1,4
6446,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.1,4
6447,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.15,4
6448,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.2,4
6449,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.3,4
6450,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.05,4
6451,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.05,4
6452,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.1,4
6453,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.1,4
6454,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.1,4
6455,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.15,4
6456,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.2,4
6457,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.3,4
6458,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.05,4
6459,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.05,4
6460,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.1,4
6461,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.13,4
6462,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.1,4
6463,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.13,4
6464,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.2,4
6465,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.3,4
6466,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.03,4
6467,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.05,4
6468,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.1,4
6469,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.13,4
6470,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.1,4
6471,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.13,4
6472,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.2,4
6473,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.3,4
6474,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.03,4
6475,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.05,4
6476,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.07,4
6477,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.1,4
6478,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.1,4
6479,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.1,4
6480,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.2,4
6481,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.25,4
6482,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.03,4
6483,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.07,4
6484,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.1,4
6485,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.13,4
6486,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.1,4
6487,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.15,4
6488,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.2,4
6489,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.27,4
6490,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,26.9,26,1,0,0,0,0,0.05,4
6491,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,88.5,26,1,0,0,0,0,0.07,4
6492,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,176.7,26,1,0,0,0,0,0.1,4
6493,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,220.8,26,1,0,0,0,0,0.13,4
6494,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,220.8,26,1,0,0,0,0,0.13,4
6495,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,265,26,1,0,0,0,0,0.1,4
6496,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,353.2,26,1,0,0,0,0,0.23,4
6497,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100,4000,1600,1600,151,950,"[1,3]","[2,24]","[0,0]","[0,0]",2,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,378.2,[8],[130.5],[7],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.5,26,1,0,0,0,0,0.27,4
6498,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,4,1
6499,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,6,1
6500,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,8,1
6501,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,10,1
6502,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,10,1
6503,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,10,1
6504,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,11,1
6505,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,13,1
6506,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,13,1
6507,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,4,1
6508,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,7,1
6509,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,8,1
6510,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,10,1
6511,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,10,1
6512,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,10,1
6513,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,11,1
6514,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,13,1
6515,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,13,1
6516,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,4,1
6517,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,7,1
6518,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,10,1
6519,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,11,1
6520,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,11,1
6521,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,11,1
6522,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,12,1
6523,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,13,1
6524,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,14,1
6525,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,5,1
6526,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,8,1
6527,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,10,1
6528,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,10,1
6529,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,10,1
6530,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,10,1
6531,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,11,1
6532,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,11,1
6533,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,13,1
6534,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,5,1
6535,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,8,1
6536,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,10,1
6537,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,12,1
6538,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,13,1
6539,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,13,1
6540,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,13,1
6541,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,14,1
6542,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,15,1
6543,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,0.038,2
6544,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,0.043,2
6545,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,0.086,2
6546,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,0.105,2
6547,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,0.125,2
6548,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,0.149,2
6549,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,0.161,2
6550,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,0.187,2
6551,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,0.247,2
6552,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,0.045,2
6553,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,0.051,2
6554,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,0.105,2
6555,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,0.12,2
6556,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,0.143,2
6557,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,0.167,2
6558,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,0.19,2
6559,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,0.211,2
6560,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,0.273,2
6561,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,0.038,2
6562,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,0.049,2
6563,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,0.082,2
6564,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,0.109,2
6565,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,0.125,2
6566,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,0.145,2
6567,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,0.191,2
6568,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,0.205,2
6569,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,0.252,2
6570,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,0.042,2
6571,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,0.046,2
6572,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,0.084,2
6573,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,0.131,2
6574,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,0.151,2
6575,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,0.167,2
6576,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,0.182,2
6577,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,0.26,2
6578,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,0.278,2
6579,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,0.032,2
6580,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,0.045,2
6581,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,0.083,2
6582,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,0.112,2
6583,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,0.126,2
6584,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,0.152,2
6585,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,0.166,2
6586,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,0.228,2
6587,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,0.287,2
6588,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,0.05,4
6589,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,0.07,4
6590,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,0.13,4
6591,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,0.15,4
6592,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,0.2,4
6593,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,0.25,4
6594,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,0.25,4
6595,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,0.3,4
6596,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,0.4,4
6597,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,0.07,4
6598,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,0.1,4
6599,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,0.17,4
6600,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,0.23,4
6601,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,0.23,4
6602,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,0.3,4
6603,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,0.33,4
6604,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,0.4,4
6605,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,0.45,4
6606,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,0.05,4
6607,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,0.07,4
6608,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,0.15,4
6609,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,0.2,4
6610,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,0.23,4
6611,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,0.25,4
6612,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,0.35,4
6613,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,0.45,4
6614,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,0.6,4
6615,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,0.05,4
6616,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,0.07,4
6617,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,0.15,4
6618,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,0.2,4
6619,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,0.23,4
6620,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,0.25,4
6621,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,0.3,4
6622,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,0.45,4
6623,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,0.5,4
6624,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,25,1,0,0,0,0,0.05,4
6625,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,25,1,0,0,0,0,0.07,4
6626,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,25,1,0,0,0,0,0.15,4
6627,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,25,1,0,0,0,0,0.2,4
6628,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,25,1,0,0,0,0,0.23,4
6629,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,25,1,0,0,0,0,0.3,4
6630,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,25,1,0,0,0,0,0.3,4
6631,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,25,1,0,0,0,0,0.43,4
6632,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150,4000,1600,1600,152,950,"[1,3]","[2,23]","[0,0]","[0,0]",2,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,490.5,[12],[130],[5],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,441.3,25,1,0,0,0,0,0.55,4
6633,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,4,1
6634,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,7,1
6635,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,9,1
6636,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,9,1
6637,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,9,1
6638,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,10,1
6639,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,4,1
6640,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,7,1
6641,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,9,1
6642,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,9,1
6643,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,9,1
6644,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,10,1
6645,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,4,1
6646,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,7,1
6647,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,8,1
6648,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,8,1
6649,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,9,1
6650,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,9,1
6651,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,4,1
6652,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,7,1
6653,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,8,1
6654,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,8,1
6655,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,8,1
6656,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,7,1
6657,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,4,1
6658,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,7,1
6659,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,8,1
6660,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,8,1
6661,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,8,1
6662,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,7,1
6663,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.07,2
6664,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.134,2
6665,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.171,2
6666,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.19,2
6667,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.278,2
6668,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.297,2
6669,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.073,2
6670,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.129,2
6671,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.16,2
6672,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.208,2
6673,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.25,2
6674,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.282,2
6675,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.05,2
6676,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.127,2
6677,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.166,2
6678,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.182,2
6679,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.248,2
6680,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.278,2
6681,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.06,2
6682,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.139,2
6683,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.181,2
6684,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.193,2
6685,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.249,2
6686,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.334,2
6687,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.055,2
6688,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.099,2
6689,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.139,2
6690,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.169,2
6691,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.208,2
6692,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.284,2
6693,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.07,4
6694,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.2,4
6695,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.3,4
6696,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.35,4
6697,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.45,4
6698,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.5,4
6699,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.1,4
6700,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.17,4
6701,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.3,4
6702,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.3,4
6703,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.4,4
6704,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.5,4
6705,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.05,4
6706,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.15,4
6707,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.23,4
6708,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.25,4
6709,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.35,4
6710,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.45,4
6711,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.07,4
6712,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.15,4
6713,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.25,4
6714,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.25,4
6715,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.33,4
6716,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.4,4
6717,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,29,1,0,0,0,0,0.07,4
6718,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,29,1,0,0,0,0,0.13,4
6719,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,29,1,0,0,0,0,0.2,4
6720,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,29,1,0,0,0,0,0.25,4
6721,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,29,1,0,0,0,0,0.27,4
6722,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145,4000,1600,1600,300,950,"[1,3]","[2,27]","[0,0]","[0,0]",2,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,448.3,[16],[276],[5],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,29,1,0,0,0,0,0.4,4
6723,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,5,1
6724,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,9,1
6725,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,9,1
6726,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,9,1
6727,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,9,1
6728,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,9,1
6729,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,10,1
6730,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,6,1
6731,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,9,1
6732,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,9,1
6733,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,9,1
6734,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,9,1
6735,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,10,1
6736,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,10,1
6737,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,7,1
6738,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,9,1
6739,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,9,1
6740,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,9,1
6741,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,9,1
6742,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,9,1
6743,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,9,1
6744,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,7,1
6745,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,8,1
6746,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,9,1
6747,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,9,1
6748,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,9,1
6749,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,9,1
6750,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,9,1
6751,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,8,1
6752,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,8,1
6753,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,8,1
6754,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,8,1
6755,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,8,1
6756,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,8,1
6757,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,9,1
6758,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,0.074,2
6759,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,0.076,2
6760,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,0.105,2
6761,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,0.122,2
6762,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,0.15,2
6763,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,0.193,2
6764,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,0.165,2
6765,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,0.062,2
6766,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,0.083,2
6767,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,0.121,2
6768,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,0.13,2
6769,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,0.161,2
6770,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,0.196,2
6771,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,0.224,2
6772,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,0.057,2
6773,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,0.104,2
6774,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,0.118,2
6775,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,0.122,2
6776,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,0.155,2
6777,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,0.183,2
6778,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,0.226,2
6779,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,0.044,2
6780,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,0.094,2
6781,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,0.111,2
6782,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,0.125,2
6783,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,0.141,2
6784,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,0.164,2
6785,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,0.173,2
6786,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,0.05,2
6787,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,0.096,2
6788,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,0.157,2
6789,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,0.131,2
6790,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,0.158,2
6791,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,0.181,2
6792,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,0.208,2
6793,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,0.1,4
6794,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,0.13,4
6795,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,0.17,4
6796,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,0.2,4
6797,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,0.25,4
6798,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,0.35,4
6799,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,0.35,4
6800,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,0.1,4
6801,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,0.13,4
6802,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,0.2,4
6803,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,0.2,4
6804,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,0.25,4
6805,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,0.3,4
6806,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,0.4,4
6807,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,0.1,4
6808,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,0.3,4
6809,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,0.2,4
6810,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,0.2,4
6811,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,0.25,4
6812,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,0.3,4
6813,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,0.4,4
6814,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,0.07,4
6815,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,0.15,4
6816,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,0.2,4
6817,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,0.2,4
6818,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,0.25,4
6819,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,0.3,4
6820,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,0.35,4
6821,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.4,27,1,0,0,0,0,0.1,4
6822,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.5,27,1,0,0,0,0,0.15,4
6823,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.7,27,1,0,0,0,0,0.5,4
6824,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.7,27,1,0,0,0,0,0.25,4
6825,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.8,27,1,0,0,0,0,0.25,4
6826,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.9,27,1,0,0,0,0,0.3,4
6827,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160,4000,1600,1600,300,950,"[1,3]","[2,25]","[0,0]","[0,0]",2,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,489.8,[16],[275.4],[5],[67],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,383.1,27,1,0,0,0,0,0.35,4
6828,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,5,1
6829,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,5,1
6830,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,6,1
6831,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,9,1
6832,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,9,1
6833,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,9,1
6834,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,9,1
6835,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,10,1
6836,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,5,1
6837,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,5,1
6838,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,6,1
6839,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,8,1
6840,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,9,1
6841,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,9,1
6842,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,10,1
6843,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,10,1
6844,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,5,1
6845,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,5,1
6846,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,6,1
6847,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,8,1
6848,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,9,1
6849,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,9,1
6850,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,10,1
6851,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,10,1
6852,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,5,1
6853,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,5,1
6854,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,6,1
6855,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,8,1
6856,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,9,1
6857,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,9,1
6858,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,11,1
6859,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,11,1
6860,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,5,1
6861,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,5,1
6862,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,6,1
6863,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,9,1
6864,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,10,1
6865,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,10,1
6866,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,10,1
6867,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,10,1
6868,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,0.054,2
6869,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,0.068,2
6870,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,0.132,2
6871,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,0.136,2
6872,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,0.172,2
6873,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,0.198,2
6874,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,0.229,2
6875,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,0.281,2
6876,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,0.058,2
6877,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,0.088,2
6878,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,0.153,2
6879,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,0.176,2
6880,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,0.178,2
6881,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,0.225,2
6882,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,0.233,2
6883,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,0.295,2
6884,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,0.064,2
6885,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,0.104,2
6886,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,0.148,2
6887,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,0.168,2
6888,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,0.167,2
6889,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,0.197,2
6890,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,0.227,2
6891,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,0.282,2
6892,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,0.056,2
6893,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,0.09,2
6894,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,0.149,2
6895,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,0.169,2
6896,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,0.182,2
6897,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,0.217,2
6898,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,0.215,2
6899,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,0.261,2
6900,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,0.056,2
6901,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,0.082,2
6902,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,0.155,2
6903,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,0.132,2
6904,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,0.145,2
6905,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,0.199,2
6906,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,0.197,2
6907,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,0.23,2
6908,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,0.07,4
6909,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,0.07,4
6910,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,0.2,4
6911,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,0.25,4
6912,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,0.27,4
6913,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,0.35,4
6914,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,0.37,4
6915,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,0.4,4
6916,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,0.07,4
6917,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,0.1,4
6918,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,0.2,4
6919,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,0.27,4
6920,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,0.3,4
6921,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,0.35,4
6922,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,0.4,4
6923,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,0.43,4
6924,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,0.1,4
6925,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,0.15,4
6926,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,0.25,4
6927,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,0.3,4
6928,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,0.3,4
6929,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,0.35,4
6930,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,0.4,4
6931,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,0.45,4
6932,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,0.1,4
6933,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,0.13,4
6934,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,0.2,4
6935,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,0.25,4
6936,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,0.3,4
6937,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,0.35,4
6938,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,0.35,4
6939,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,0.43,4
6940,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,127.5,36,1,0,0,0,0,0.1,4
6941,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,147.1,36,1,0,0,0,0,0.1,4
6942,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,196.1,36,1,0,0,0,0,0.23,4
6943,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,245.2,36,1,0,0,0,0,0.3,4
6944,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,14,0,0,245.2,36,1,0,0,0,0,0.35,4
6945,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,294.2,36,1,0,0,0,0,1,4
6946,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,343.2,36,1,0,0,0,0,0.4,4
6947,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200,4000,1600,1600,300,950,"[1,3]","[2,34]","[0,0]","[0,0]",2,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0]",0,2,476.8,[16],[275],[5],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,4,1,1,2,0,1,0,0,392.3,36,1,0,0,0,0,0.45,4
6948,5,T-C1-3,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,76.2,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,218.6,0,1,0,0,0,0,0.076,2
6949,5,T-C1-3,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,76.2,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,349.6,0,1,0,0,0,0,0.102,2
6950,5,T-C1-3,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,76.2,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,480.6,0,1,0,0,0,0,0.178,2
6951,5,T-C1-5,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,76.2,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,218.6,0,1,0,0,0,0,0.076,2
6952,5,T-C1-5,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,76.2,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,349.6,0,1,0,0,0,0,0.102,2
6953,5,T-C1-5,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,76.2,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,480.6,0,1,0,0,0,0,0.152,2
6954,5,T-C2-3,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,152.4,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,218.6,0,1,0,0,0,0,0.229,2
6955,5,T-C2-3,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,152.4,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,349.6,0,1,0,0,0,0,0.356,2
6956,5,T-C2-3,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,152.4,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,480.6,0,1,0,0,0,0,0.559,2
6957,5,T-C2-5,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,152.4,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,218.6,0,1,0,0,0,0,0.178,2
6958,5,T-C2-5,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,152.4,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,349.6,0,1,0,0,0,0,0.33,2
6959,5,T-C2-5,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,152.4,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,480.6,0,1,0,0,0,0,0.432,2
6960,5,T-C3-1,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,304.8,2*(23225.76-(z-152.4)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[31.44],"[1,152.4x304.8,1]",[0],[1.91],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[152.4],[1],[139.7],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,218.6,0,1,0,0,0,0,0.533,2
6961,5,T-C3-1,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,304.8,2*(23225.76-(z-152.4)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[31.44],"[1,152.4x304.8,1]",[0],[1.91],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[152.4],[1],[139.7],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,349.6,0,1,0,0,0,0,0.686,2
6962,5,T-C3-1,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,304.8,2*(23225.76-(z-152.4)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[31.44],"[1,152.4x304.8,1]",[0],[1.91],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[152.4],[1],[139.7],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,480.6,0,1,0,0,0,0,0.61,2
6963,5,T-C3-2,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,304.8,2*(23225.76-(z-152.4)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[29.17],"[1,152.4x304.8,1]",[0],[1.62],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[152.4],[1],[139.7],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,480.6,0,1,0,0,0,0,0.813,2
6964,5,T-C3-4,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,304.8,2*(23225.76-(z-152.4)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[152.4],[1],[139.7],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,480.6,0,1,0,0,0,0,1.041,2
6965,5,T-RC2-2,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,205.74,88.9,"[7,6]","[28,0]","[0,0]","[0,0]",2,[30.2],"[1,152.4x304.8,1]",[0],[1.43],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[102.87],[1],[31.75],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,218.6,0,1,0,0,0,0,0.254,2
6966,5,T-RC2-2,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,205.74,88.9,"[7,6]","[28,0]","[0,0]","[0,0]",2,[30.2],"[1,152.4x304.8,1]",[0],[1.43],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[102.87],[1],[31.75],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,349.6,0,1,0,0,0,0,0.152,2
6967,5,T-RC2-2,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,18/05/1905 00:00,,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0,0,205.74,88.9,"[7,6]","[28,0]","[0,0]","[0,0]",2,[30.2],"[1,152.4x304.8,1]",[0],[1.43],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439,2,646.7,[25.4],[102.87],[1],[31.75],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0,1,0,0,480.6,0,1,0,0,0,0,0.254,2
6968,6,B1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.1,2
6969,6,B1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,0.11,2
6970,6,B1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.12,2
6971,6,B1,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,87.6033,28,1,0,0,0,0,0.005,4
6972,6,B1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
6973,6,B1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,0.22,4
6974,6,B1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.26,4
6975,6,B1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.31,4
6976,6,B1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.4,4
6977,6,B1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,116,5
6978,6,B1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,107,5
6979,6,B1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,233,6
6980,6,B1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,205,6
6981,6,B1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,200,6
6982,6,B1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,200,6
6983,6,B1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,200,6
6984,6,B2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,90.4482,28,1,0,0,0,0,0.007,2
6985,6,B2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.1,2
6986,6,B2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,0.13,2
6987,6,B2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.13,2
6988,6,B2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,90.4482,28,1,0,0,0,0,0.01,4
6989,6,B2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.18,4
6990,6,B2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,0.2,4
6991,6,B2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.23,4
6992,6,B2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.28,4
6993,6,B2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.35,4
6994,6,B2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,90.4482,28,1,0,0,0,0,289,5
6995,6,B2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,130,5
6996,6,B2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,124,5
6997,6,B2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,90.4482,28,1,0,0,0,0,574,6
6998,6,B2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,229,6
6999,6,B2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,229,6
7000,6,B2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,229,6
7001,6,B2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,229,6
7002,6,B2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,229,6
7003,6,B3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.1,2
7004,6,B3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,100,0,0,245.25,28,1,0,0,0,0,0.12,2
7005,6,B3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,500,0,0,245.25,28,1,0,0,0,0,0.13,2
7006,6,B3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,0.13,2
7007,6,B3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,2500,0,0,245.25,28,1,0,0,0,0,0.13,2
7008,6,B3,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,10000,0,0,294.3,28,1,0,0,0,0,0.13,2
7009,6,B3,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.13,2
7010,6,B3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.2,4
7011,6,B3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,100,0,0,245.25,28,1,0,0,0,0,0.23,4
7012,6,B3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,500,0,0,245.25,28,1,0,0,0,0,0.24,4
7013,6,B3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,0.24,4
7014,6,B3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,2500,0,0,245.25,28,1,0,0,0,0,0.25,4
7015,6,B3,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,10000,0,0,294.3,28,1,0,0,0,0,0.25,4
7016,6,B3,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.28,4
7017,6,B3,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.31,4
7018,6,B3,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,67.0023,28,1,0,0,0,0,0.41,4
7019,6,B3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,115,5
7020,6,B3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,2500,0,0,245.25,28,1,0,0,0,0,105,5
7021,6,B3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,203,6
7022,6,B3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,100,0,0,245.25,28,1,0,0,0,0,203,6
7023,6,B3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,500,0,0,245.25,28,1,0,0,0,0,203,6
7024,6,B3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,203,6
7025,6,B3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,2500,0,0,245.25,28,1,0,0,0,0,203,6
7026,6,B3,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,10000,0,0,294.3,28,1,0,0,0,0,203,6
7027,6,B3,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,203,6
7028,6,B3,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,203,6
7029,6,B3,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,67.0023,28,1,0,0,0,0,203,6
7030,6,B4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.53],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,68.8662,28,1,0,0,0,0,0.12,2
7031,6,B4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.53],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,68.8662,28,1,0,0,0,0,0.21,4
7032,6,B4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.53],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,68.8662,28,1,0,0,0,0,144,5
7033,6,B4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.53],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[557],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,68.8662,28,1,0,0,0,0,235,6
7034,6,B5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.017,2
7035,6,B5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.11,2
7036,6,B5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,100,0,0,245.25,28,1,0,0,0,0,0.11,2
7037,6,B5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,500,0,0,245.25,28,1,0,0,0,0,0.11,2
7038,6,B5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,0.11,2
7039,6,B5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,2500,0,0,245.25,28,1,0,0,0,0,0.11,2
7040,6,B5,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,10000,0,0,294.3,28,1,0,0,0,0,0.11,2
7041,6,B5,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.13,2
7042,6,B5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.03,4
7043,6,B5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.19,4
7044,6,B5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,100,0,0,245.25,28,1,0,0,0,0,0.21,4
7045,6,B5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,500,0,0,245.25,28,1,0,0,0,0,0.21,4
7046,6,B5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,0.21,4
7047,6,B5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,2500,0,0,245.25,28,1,0,0,0,0,0.21,4
7048,6,B5,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,10000,0,0,294.3,28,1,0,0,0,0,0.21,4
7049,6,B5,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.25,4
7050,6,B5,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.28,4
7051,6,B5,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,37.8666,28,1,0,0,0,0,0.32,4
7052,6,B5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,203,5
7053,6,B5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,113,5
7054,6,B5,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,103,5
7055,6,B5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,843,6
7056,6,B5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,212,6
7057,6,B5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,184,6
7058,6,B5,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,184,6
7059,6,B5,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,184,6
7060,6,B5,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[35],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,37.8666,28,1,0,0,0,0,184,6
7061,6,B6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.13,2
7062,6,B6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,100,0,0,245.25,28,1,0,0,0,0,0.14,2
7063,6,B6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,500,0,0,245.25,28,1,0,0,0,0,0.14,2
7064,6,B6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,0.14,2
7065,6,B6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,2500,0,0,245.25,28,1,0,0,0,0,0.14,2
7066,6,B6,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,10000,0,0,245.25,28,1,0,0,0,0,0.14,2
7067,6,B6,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,20000,0,0,245.25,28,1,0,0,0,0,0.14,2
7068,6,B6,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,30000,0,0,245.25,28,1,0,0,0,0,0.14,2
7069,6,B6,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,50000,0,0,294.3,28,1,0,0,0,0,0.14,2
7070,6,B6,11,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.17,2
7071,6,B6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.26,4
7072,6,B6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,100,0,0,245.25,28,1,0,0,0,0,0.28,4
7073,6,B6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,500,0,0,245.25,28,1,0,0,0,0,0.28,4
7074,6,B6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,0.29,4
7075,6,B6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,2500,0,0,245.25,28,1,0,0,0,0,0.29,4
7076,6,B6,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,10000,0,0,245.25,28,1,0,0,0,0,0.29,4
7077,6,B6,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,20000,0,0,245.25,28,1,0,0,0,0,0.28,4
7078,6,B6,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,30000,0,0,245.25,28,1,0,0,0,0,0.28,4
7079,6,B6,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,50000,0,0,294.3,28,1,0,0,0,0,0.29,4
7080,6,B6,11,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.31,4
7081,6,B6,12,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.38,4
7082,6,B6,13,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,62.6859,28,1,0,0,0,0,0.46,4
7083,6,B6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,129,5
7084,6,B6,11,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,121,5
7085,6,B6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,225,6
7086,6,B6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,245.25,28,1,0,0,0,0,225,6
7087,6,B6,11,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,225,6
7088,6,B6,12,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,217,6
7089,6,B6,13,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[554],[4],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,62.6859,28,1,0,0,0,0,217,6
7090,6,B7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.09,2
7091,6,B7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,294.3,28,1,0,0,0,0,0.08,2
7092,6,B7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.1,2
7093,6,B7,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.001,4
7094,6,B7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.14,4
7095,6,B7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,294.3,28,1,0,0,0,0,0.17,4
7096,6,B7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.19,4
7097,6,B7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.27,4
7098,6,B7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,41.7906,28,1,0,0,0,0,0.33,4
7099,6,B7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,93,5
7100,6,B7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,92,5
7101,6,B7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,168,6
7102,6,B7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,294.3,28,1,0,0,0,0,168,6
7103,6,B7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,168,6
7104,6,B7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,168,6
7105,6,B7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,41.7906,28,1,0,0,0,0,168,6
7106,6,B8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.12,2
7107,6,B8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,294.3,28,1,0,0,0,0,0.13,2
7108,6,B8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.15,2
7109,6,B8,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.001,4
7110,6,B8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.21,4
7111,6,B8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,294.3,28,1,0,0,0,0,0.23,4
7112,6,B8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,0.27,4
7113,6,B8,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,151.074,28,1,0,0,0,0,0.32,4
7114,6,B8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,112,5
7115,6,B8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,92,5
7116,6,B8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,185,6
7117,6,B8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,294.3,28,1,0,0,0,0,185,6
7118,6,B8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,343.35,28,1,0,0,0,0,168,6
7119,6,B8,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,151.074,28,1,0,0,0,0,185,6
7120,6,P1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.05,2
7121,6,P1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.06,2
7122,6,P1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.067,2
7123,6,P1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.1,4
7124,6,P1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.1,4
7125,6,P1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.14,4
7126,6,P1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.2,4
7127,6,P1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,114.777,28,1,0,0,0,0,0.23,4
7128,6,P1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,69,5
7129,6,P1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,64,5
7130,6,P1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,132,6
7131,6,P1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,132,6
7132,6,P1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,119,6
7133,6,P1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,119,6
7134,6,P1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[8],[101],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,114.777,28,1,0,0,0,0,119,6
7135,6,P2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.011,2
7136,6,P2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.05,2
7137,6,P2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.06,2
7138,6,P2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.07,2
7139,6,P2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.03,4
7140,6,P2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.13,4
7141,6,P2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.15,4
7142,6,P2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.16,4
7143,6,P2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.2,4
7144,6,P2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,128.6091,28,1,0,0,0,0,0.23,4
7145,6,P2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,74,5
7146,6,P2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,58,5
7147,6,P2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,52,5
7148,6,P2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,155,6
7149,6,P2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,126,6
7150,6,P2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,126,6
7151,6,P2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,126,6
7152,6,P2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,126,6
7153,6,P2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[99],[10],[15],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,128.6091,28,1,0,0,0,0,126,6
7154,6,P3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.013,2
7155,6,P3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.07,2
7156,6,P3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.09,2
7157,6,P3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.1,2
7158,6,P3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.05,4
7159,6,P3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.17,4
7160,6,P3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.21,4
7161,6,P3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.24,4
7162,6,P3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.27,4
7163,6,P3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,80.2458,28,1,0,0,0,0,0.34,4
7164,6,P3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,151,5
7165,6,P3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,73,5
7166,6,P3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,69,5
7167,6,P3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,306,6
7168,6,P3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,130,6
7169,6,P3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,130,6
7170,6,P3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,122,6
7171,6,P3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,122,6
7172,6,P3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,120,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[12],[89],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,80.2458,28,1,0,0,0,0,122,6
7173,6,P4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.07,2
7174,6,P4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.07,2
7175,6,P4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.08,2
7176,6,P4,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.01,4
7177,6,P4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.16,4
7178,6,P4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.18,4
7179,6,P4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.21,4
7180,6,P4,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.24,4
7181,6,P4,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,84.5622,28,1,0,0,0,0,0.31,4
7182,6,P4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,57,5
7183,6,P4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,48,5
7184,6,P4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,137,6
7185,6,P4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,102,6
7186,6,P4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,102,6
7187,6,P4,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,102,6
7188,6,P4,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[154],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,84.5622,28,1,0,0,0,0,102,6
7189,6,P5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.07,2
7190,6,P5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.08,2
7191,6,P5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.08,2
7192,6,P5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.01,4
7193,6,P5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.18,4
7194,6,P5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.19,4
7195,6,P5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.22,4
7196,6,P5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.27,4
7197,6,P5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,59.5467,28,1,0,0,0,0,0.33,4
7198,6,P5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,58,5
7199,6,P5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,52,5
7200,6,P5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,115,6
7201,6,P5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,115,6
7202,6,P5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,115,6
7203,6,P5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,115,6
7204,6,P5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600,4000,2000,2000,180,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[147],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,59.5467,28,1,0,0,0,0,115,6
7205,6,P6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.07,2
7206,6,P6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.08,2
7207,6,P6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.09,2
7208,6,P6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.12,4
7209,6,P6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.14,4
7210,6,P6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.16,4
7211,6,P6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.22,4
7212,6,P6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,48.8538,28,1,0,0,0,0,0.3,4
7213,6,P6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,73,5
7214,6,P6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,65,5
7215,6,P6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,118,6
7216,6,P6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,116,6
7217,6,P6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,116,6
7218,6,P6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,116,6
7219,6,P6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600,5000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[214],[10],[18],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,48.8538,28,1,0,0,0,0,116,6
7220,6,P7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.08,2
7221,6,P7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.09,2
7222,6,P7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.1,2
7223,6,P7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.17,4
7224,6,P7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
7225,6,P7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.22,4
7226,6,P7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.28,4
7227,6,P7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,,28,1,0,0,0,0,0.3,4
7228,6,P7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,67,5
7229,6,P7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,65,5
7230,6,P7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,136,6
7231,6,P7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,136,6
7232,6,P7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,136,6
7233,6,P7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,136,6
7234,6,P7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,2000,2000,240,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[22],[204],[10],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,,28,1,0,0,0,0,136,6
7235,6,T1,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.018,2
7236,6,T1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.08,2
7237,6,T1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.1,2
7238,6,T1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.12,2
7239,6,T1,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.03,4
7240,6,T1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.14,4
7241,6,T1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.18,4
7242,6,T1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.2,4
7243,6,T1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.26,4
7244,6,T1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,155.6847,28,1,0,0,0,0,0.32,4
7245,6,T1,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,180,5
7246,6,T1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,116,5
7247,6,T1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,114,5
7248,6,T1,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,256,6
7249,6,T1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,236,6
7250,6,T1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,236,6
7251,6,T1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,236,6
7252,6,T1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,236,6
7253,6,T1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,155.6847,28,1,0,0,0,0,236,6
7254,6,T10,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.12,2
7255,6,T10,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.14,2
7256,6,T10,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.17,2
7257,6,T10,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.28,4
7258,6,T10,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.32,4
7259,6,T10,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.37,4
7260,6,T10,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.46,4
7261,6,T10,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,48.2652,28,1,0,0,0,0,0.62,4
7262,6,T10,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,136,5
7263,6,T10,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,136,5
7264,6,T10,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,238,6
7265,6,T10,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,238,6
7266,6,T10,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,238,6
7267,6,T10,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,238,6
7268,6,T10,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[549],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,48.2652,28,1,0,0,0,0,238,6
7269,6,T11,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.11,2
7270,6,T11,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.12,2
7271,6,T11,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.13,2
7272,6,T11,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.31,4
7273,6,T11,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.34,4
7274,6,T11,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.4,4
7275,6,T11,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.49,4
7276,6,T11,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,0.61,4
7277,6,T11,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,106,5
7278,6,T11,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,102,5
7279,6,T11,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,218,6
7280,6,T11,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,208,6
7281,6,T11,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,208,6
7282,6,T11,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,208,6
7283,6,T11,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[556],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,49.05,28,1,0,0,0,0,208,6
7284,6,T12,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.13,2
7285,6,T12,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.13,2
7286,6,T12,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.16,2
7287,6,T12,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.3,4
7288,6,T12,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.31,4
7289,6,T12,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.37,4
7290,6,T12,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.43,4
7291,6,T12,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,74.556,28,1,0,0,0,0,0.52,4
7292,6,T12,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,122,5
7293,6,T12,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,112,5
7294,6,T12,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,229,6
7295,6,T12,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,229,6
7296,6,T12,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,229,6
7297,6,T12,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,229,6
7298,6,T12,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[546],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,74.556,28,1,0,0,0,0,229,6
7299,6,T13,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.08,2
7300,6,T13,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.09,2
7301,6,T13,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.11,2
7302,6,T13,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.18,4
7303,6,T13,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.19,4
7304,6,T13,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.22,4
7305,6,T13,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.27,4
7306,6,T13,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,76.0275,28,1,0,0,0,0,0.34,4
7307,6,T13,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,79,5
7308,6,T13,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,78,5
7309,6,T13,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,155,6
7310,6,T13,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,155,6
7311,6,T13,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,155,6
7312,6,T13,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,155,6
7313,6,T13,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,76.0275,28,1,0,0,0,0,155,6
7314,6,T14,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.014,2
7315,6,T14,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.11,2
7316,6,T14,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.12,2
7317,6,T14,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.14,2
7318,6,T14,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.03,4
7319,6,T14,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.25,4
7320,6,T14,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.27,4
7321,6,T14,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.31,4
7322,6,T14,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.37,4
7323,6,T14,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,68.7681,28,1,0,0,0,0,0.45,4
7324,6,T14,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,241,5
7325,6,T14,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,91,5
7326,6,T14,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,91,5
7327,6,T14,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,356,6
7328,6,T14,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,179,6
7329,6,T14,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,179,6
7330,6,T14,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,179,6
7331,6,T14,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,179,6
7332,6,T14,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,68.7681,28,1,0,0,0,0,179,6
7333,6,T15,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.12,2
7334,6,T15,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.12,2
7335,6,T15,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.14,2
7336,6,T15,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.27,4
7337,6,T15,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.27,4
7338,6,T15,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.32,4
7339,6,T15,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.39,4
7340,6,T15,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,49.5405,28,1,0,0,0,0,0.52,4
7341,6,T15,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,109,5
7342,6,T15,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,101,5
7343,6,T15,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,202,6
7344,6,T15,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,202,6
7345,6,T15,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,202,6
7346,6,T15,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,202,6
7347,6,T15,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[28],[556],[4],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,49.5405,28,1,0,0,0,0,202,6
7348,6,T16,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.007,2
7349,6,T16,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.11,2
7350,6,T16,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.12,2
7351,6,T16,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.14,2
7352,6,T16,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.02,4
7353,6,T16,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.24,4
7354,6,T16,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
7355,6,T16,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.3,4
7356,6,T16,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.36,4
7357,6,T16,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,124.1946,28,1,0,0,0,0,0.44,4
7358,6,T16,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,187,5
7359,6,T16,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,109,5
7360,6,T16,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,97,5
7361,6,T16,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,355,6
7362,6,T16,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,178,6
7363,6,T16,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,178,6
7364,6,T16,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,178,6
7365,6,T16,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,178,6
7366,6,T16,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600,9000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,124.1946,28,1,0,0,0,0,178,6
7367,6,T2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.057,2
7368,6,T2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.1,2
7369,6,T2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.1,2
7370,6,T2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.12,2
7371,6,T2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.09,4
7372,6,T2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.15,4
7373,6,T2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.16,4
7374,6,T2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.22,4
7375,6,T2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.31,4
7376,6,T2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,123.4098,28,1,0,0,0,0,0.4,4
7377,6,T2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,177,5
7378,6,T2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,167,5
7379,6,T2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,144,5
7380,6,T2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,263,6
7381,6,T2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,263,6
7382,6,T2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,263,6
7383,6,T2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,253,6
7384,6,T2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,253,6
7385,6,T2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,123.4098,28,1,0,0,0,0,253,6
7386,6,T3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.009,2
7387,6,T3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.08,2
7388,6,T3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.1,2
7389,6,T3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.13,2
7390,6,T3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.02,4
7391,6,T3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.16,4
7392,6,T3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.19,4
7393,6,T3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.23,4
7394,6,T3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
7395,6,T3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,126.9414,28,1,0,0,0,0,0.39,4
7396,6,T3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,204,5
7397,6,T3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,112,5
7398,6,T3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,106,5
7399,6,T3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,436,6
7400,6,T3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,201,6
7401,6,T3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,201,6
7402,6,T3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,201,6
7403,6,T3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,201,6
7404,6,T3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,126.9414,28,1,0,0,0,0,201,6
7405,6,T4,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.01,2
7406,6,T4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.13,2
7407,6,T4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.14,2
7408,6,T4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.16,2
7409,6,T4,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.02,4
7410,6,T4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.19,4
7411,6,T4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.22,4
7412,6,T4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.26,4
7413,6,T4,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.32,4
7414,6,T4,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,67.8852,28,1,0,0,0,0,0.43,4
7415,6,T4,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,326,5
7416,6,T4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,154,5
7417,6,T4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,139,5
7418,6,T4,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,751,6
7419,6,T4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,246,6
7420,6,T4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,234,6
7421,6,T4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,234,6
7422,6,T4,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,234,6
7423,6,T4,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[359],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,67.8852,28,1,0,0,0,0,234,6
7424,6,T5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.01,2
7425,6,T5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.11,2
7426,6,T5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.12,2
7427,6,T5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.15,2
7428,6,T5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.02,4
7429,6,T5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.19,4
7430,6,T5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
7431,6,T5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.25,4
7432,6,T5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.32,4
7433,6,T5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,70.0434,28,1,0,0,0,0,0.48,4
7434,6,T5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,223,5
7435,6,T5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,102,5
7436,6,T5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,99,5
7437,6,T5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,375,6
7438,6,T5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,210,6
7439,6,T5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,169,6
7440,6,T5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,169,6
7441,6,T5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,169,6
7442,6,T5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,70.0434,28,1,0,0,0,0,169,6
7443,6,T6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.12,2
7444,6,T6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.13,2
7445,6,T6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.16,2
7446,6,T6,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.005,4
7447,6,T6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.22,4
7448,6,T6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.25,4
7449,6,T6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.3,4
7450,6,T6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.4,4
7451,6,T6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,82.404,28,1,0,0,0,0,0.48,4
7452,6,T6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,117,5
7453,6,T6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,115,5
7454,6,T6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,201,6
7455,6,T6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,201,6
7456,6,T6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,201,6
7457,6,T6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,201,6
7458,6,T6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,400,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,82.404,28,1,0,0,0,0,201,6
7459,6,T7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.09,2
7460,6,T7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.1,2
7461,6,T7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.12,2
7462,6,T7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.18,4
7463,6,T7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
7464,6,T7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.23,4
7465,6,T7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.3,4
7466,6,T7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,84.0717,28,1,0,0,0,0,0.47,4
7467,6,T7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,98,5
7468,6,T7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,91,5
7469,6,T7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,188,6
7470,6,T7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,157,6
7471,6,T7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,157,6
7472,6,T7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,157,6
7473,6,T7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,84.0717,28,1,0,0,0,0,157,6
7474,6,T8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.11,2
7475,6,T8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.13,2
7476,6,T8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.15,2
7477,6,T8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.22,4
7478,6,T8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.26,4
7479,6,T8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.31,4
7480,6,T8,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.38,4
7481,6,T8,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,89.3691,28,1,0,0,0,0,0.51,4
7482,6,T8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,122,5
7483,6,T8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,117,5
7484,6,T8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,239,6
7485,6,T8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,231,6
7486,6,T8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,231,6
7487,6,T8,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,231,6
7488,6,T8,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,89.3691,28,1,0,0,0,0,231,6
7489,6,T9,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.09,2
7490,6,T9,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.11,2
7491,6,T9,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.13,2
7492,6,T9,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,0.27,4
7493,6,T9,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,0.32,4
7494,6,T9,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,0.37,4
7495,6,T9,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,0.46,4
7496,6,T9,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,91.0368,28,1,0,0,0,0,0.64,4
7497,6,T9,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,106,5
7498,6,T9,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,136,5
7499,6,T9,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,245.25,28,1,0,0,0,0,248,6
7500,6,T9,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,294.3,28,1,0,0,0,0,238,6
7501,6,T9,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1000,0,0,343.35,28,1,0,0,0,0,238,6
7502,6,T9,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,392.4,28,1,0,0,0,0,238,6
7503,6,T9,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600,6000,3000,3000,600,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010,2,400,[16],[559],[4],[33],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0,1,0,0,91.0368,28,1,0,0,0,0,238,6
7504,7,RC1-D,1,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029,4572,1524,1000,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1,[48.8],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0,2,228,"[19,19]","[314.9,381.4]","[2,2]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,1,0,1,0,74.8,0,90,1,0,0,0,0,12,1
7505,7,RC1-D,1,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029,4572,1524,1000,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1,[48.8],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0,2,228,"[19,19]","[314.9,381.4]","[2,2]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,1,0,1,0,74.8,0,90,1,0,0,0,0,0.1,4
7506,7,RC1-R,4,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029,4572,1524,1000,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0,1,228,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,1,0,1,0,74.8,0,90,1,0,0,0,0,11,1
7507,7,RC1-R,1,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029,4572,1524,1000,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0,1,228,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,1,0,1,0,29.9,0,90,1,0,0,0,0,0.009,4
7508,7,RC1-R,2,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029,4572,1524,1000,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0,1,228,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,1,0,1,0,44.9,0,90,1,0,0,0,0,0.026,4
7509,7,RC1-R,3,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029,4572,1524,1000,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0,1,228,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,1,0,1,0,59.8,0,90,1,0,0,0,0,0.039,4
7510,7,RC1-R,4,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029,4572,1524,1000,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0,1,228,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,1,0,1,0,74.8,0,90,1,0,0,0,0,0.052,4
7511,7,RC1-R,5,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029,4572,1524,1000,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0,1,228,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,1,0,1,0,112.1,0,90,1,0,0,0,0,0.077,4
7512,7,RC1-R,6,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029,4572,1524,1000,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0,1,228,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,1,0,1,0,149.5,0,90,1,0,0,0,0,0.102,4
7513,8,IA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[52.76],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,2,0,"[10,10,10]","[425,450,475]","[4,4,4]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,1,1,0,271.7,0,0,0,0,0,0,0,75,5
7514,8,IB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[54.43],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,2,0,"[10,10,10]","[425,450,475]","[4,4,4]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,1,1,0,278.6,0,0,0,0,0,0,0,97,5
7515,8,IIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[41.48],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,1,0,"[10,10,10]","[425,450,475]","[4,4,4]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,1,1,0,231.5,0,0,0,0,0,0,0,83,5
7516,8,IIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[42.86],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,1,0,"[10,10,10]","[425,450,475]","[4,4,4]","[35,35,35]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,1,1,0,236.4,0,0,0,0,0,0,0,111,5
7517,8,IIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[51.58],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,H,2,0,0,0,0,1,[1],[26],[530.9],[450],[57],1,3,0,2,0,1,1,1,0,247.2,0,0,0,291.2,3,0,0,254,5
7518,8,IIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[49.03],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,H,2,0,0,0,0,1,[1],[26],[530.9],[450],[147],1,3,0,2,0,1,1,1,0,244.3,0,0,0,296.4,3,0,0,518,5
7519,8,IVB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[45.8],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,H,2,0,0,0,0,1,[1],[26],[530.9],[450],[147],1,3,0,2,0,1,1,1,0,242.3,0,0,0,145.6,3,0,0,320,5
7520,8,IXA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[43.15],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,2,476,"[10,10]","[425,475]","[2,2]","[38,38]",[0],[0],0,0,0,1,0,0,0,0,1,[3],[12.7],[95],[450],[20.65],1,3,0,2,0,1,1,1,0,291.4,0,0,0,279.6,3,0,0,69,5
7521,8,IXB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[47.66],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,2,476,"[10,10]","[425,475]","[2,2]","[38,38]",[0],[0],0,0,0,1,0,0,0,0,1,[3],[12.7],[95],[450],[36.65],1,3,0,2,0,1,1,1,0,295.3,0,0,0,285.2,3,0,0,97,5
7522,8,VA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[42.76],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,2,476,"[10,10]","[425,475]","[2,2]","[35,35]",[0],[0],0,0,H,2,0,0,0,0,1,[1],[26],[530.9],[450],[57],1,3,0,2,0,1,1,1,0,310,0,0,0,280.8,3,0,0,70,5
7523,8,VB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[44.91],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,2,476,"[10,10]","[425,475]","[2,2]","[35,35]",[0],[0],0,0,H,2,0,0,0,0,1,[1],[26],[530.9],[450],[147],1,3,0,2,0,1,1,1,0,301.2,0,0,0,291.2,3,0,0,100,5
7524,8,VIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[48.44],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,2,476,"[10,10]","[425,475]","[2,2]","[35,35]",[0],[0],0,0,H,2,0,0,0,0,1,[1],[26],[530.9],[450],[57],1,3,0,2,0,1,1,1,0,302.1,0,0,0,140.4,3,0,0,79,5
7525,8,VIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[47.76],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,2,476,"[10,10]","[425,475]","[2,2]","[35,35]",[0],[0],0,0,H,2,0,0,0,0,1,[1],[26],[530.9],[450],[147],1,3,0,2,0,1,1,1,0,298.2,0,0,0,145.6,3,0,0,84,5
7526,8,VIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[50.11],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,0,1,0,0,0,0,1,[3],[12.7],[95],[450],[20.65],1,3,0,2,0,1,1,1,0,233.5,0,0,0,279.6,3,0,0,111,5
7527,8,VIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[48.15],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,0,1,0,0,0,0,1,[3],[12.7],[95],[450],[36.65],1,3,0,2,0,1,1,1,0,242.3,0,0,0,285.2,3,0,0,188,5
7528,8,VIIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[46.58],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,0,1,0,0,0,0,1,[3],[12.7],[95],[450],[20.65],1,3,0,2,0,1,1,1,0,222.7,0,0,0,139.8,3,0,0,106,5
7529,8,VIIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[49.82],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,0,1,0,0,0,0,1,[3],[12.7],[95],[450],[36.65],1,3,0,2,0,1,1,1,0,229.6,0,0,0,142.6,3,0,0,199,5
7530,8,XA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[40.7],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,2,476,"[10,10]","[425,475]","[2,2]","[38,38]",[0],[0],0,0,0,1,0,0,0,0,1,[3],[12.7],[95],[450],[20.65],1,3,0,2,0,1,1,1,0,295.3,0,0,0,139.8,3,0,0,69,5
7531,8,XB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[41.87],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,2,476,"[10,10]","[425,475]","[2,2]","[38,38]",[0],[0],0,0,0,1,0,0,0,0,1,[3],[12.7],[95],[450],[36.65],1,3,0,2,0,1,1,1,0,291.4,0,0,0,142.6,3,0,0,94,5
7532,8,XIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[47.27],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,0,1,0,0,0,0,1,"[4,4,4]","[6.35,6.35,6.35]","[25,25,25]","[425,450,475]","[21.83,21.83,21.83]",1,3,0,2,0,1,1,1,0,260.9,0,0,0,273.7,3,0,0,73,5
7533,8,XIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[48.64],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,0,1,0,0,0,0,1,"[4,4,4]","[6.35,6.35,6.35]","[25,25,25]","[425,450,475]","[36.83,36.83,36.83]",1,3,0,2,0,1,1,1,0,264.9,0,0,0,282.5,3,0,0,131,5
7534,8,XIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[48.64],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,0,1,0,0,0,0,1,"[4,4,4]","[6.35,6.35,6.35]","[25,25,25]","[425,450,475]","[21.83,21.83,21.83]",1,3,0,2,0,1,1,1,0,257,0,0,0,138.3,3,0,0,69,5
7535,8,XIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[49.03],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,0,1,0,0,0,0,1,"[4,4,4]","[6.35,6.35,6.35]","[25,25,25]","[425,450,475]","[36.83,36.83,36.83]",1,3,0,2,0,1,1,1,0,260.9,0,0,0,141.3,3,0,0,144,5
7536,8,XIIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[49.72],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[52.5,22.5,22.5,22.5]",1,3,0,2,0,1,1,1,0,232.5,0,0,0,275.2,3,0,0,94,5
7537,8,XIIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[49.33],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[117.5,37.5,37.5,37.5]",1,3,0,2,0,1,1,1,0,229.6,0,0,0,283.3,3,0,0,290,5
7538,8,XIVA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[45.6],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[52.5,22.5,22.5,22.5]",1,3,0,2,0,1,1,1,0,229.6,0,0,0,140.3,3,0,0,88,5
7539,8,XIVB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[41.87],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[117.5,37.5,37.5,37.5]",1,3,0,2,0,1,1,1,0,230.5,0,0,0,143,3,0,0,194,5
7540,8,XVA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[44.23],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[52.5,22.5,22.5,22.5]",1,3,0,2,0,1,1,1,0,219.7,0,0,0,275.2,3,0,0,83,5
7541,8,XVB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[42.27],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[117.5,37.5,37.5,37.5]",1,3,0,2,0,1,1,1,0,216.8,0,0,0,283.3,3,0,0,379,5
7542,8,XVIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[44.91],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[52.5,22.5,22.5,22.5]",1,3,0,2,0,1,1,1,0,218.8,0,0,0,140.3,3,0,0,75,5
7543,8,XVIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[39.23],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[117.5,37.5,37.5,37.5]",1,3,0,2,0,1,1,1,0,219.7,0,0,0,143,3,0,0,190,5
7544,8,XVIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[40.01],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,1,"[2,4,4,4,4,4,4,4,4,4,4,4,4]","[2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5]","[4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91]","[422,426.5,431,435.5,440,444.5,449,453.5,458,462.5,467,471.5,476]","[52.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5]",1,3,0,2,0,1,1,1,0,232.5,0,0,0,276.4,3,0,0,79,5
7545,8,XVIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[44.72],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,1,"[2,4,4,4,4,4,4,4,4,4,4,4,4]","[2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5]","[4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91]","[422,426.5,431,435.5,440,444.5,449,453.5,458,462.5,467,471.5,476]","[117.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5]",1,3,0,2,0,1,1,1,0,219.7,0,0,0,286,3,0,0,427,5
7546,8,XVIIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0,[42.36],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,1,"[2,4,4,4,4,4,4,4,4,4,4,4,4]","[2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5]","[4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91]","[422,426.5,431,435.5,440,444.5,449,453.5,458,462.5,467,471.5,476]","[117.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5]",1,3,0,2,0,1,1,1,0,205,0,0,0,139.4,3,0,0,81,5
7547,8,XVIIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300,7000,1500,1500,500,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0,[40.21],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,1,"[2,4,4,4,4,4,4,4,4,4,4,4,4]","[2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5]","[4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91]","[422,426.5,431,435.5,440,444.5,449,453.5,458,462.5,467,471.5,476]","[117.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5]",1,3,0,2,0,1,1,1,0,191.3,0,0,0,144.2,3,0,0,631,5
7548,9,RB2404,1,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,-26,0,1,180,3,0,0,0.006,4
7549,9,RB2404,2,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,-18.1,0,1,180,3,0,0,0.007,4
7550,9,RB2404,3,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,-8.4,0,1,180,3,0,0,0.018,4
7551,9,RB2404,4,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,1.3,0,1,180,3,0,0,0.022,4
7552,9,RB2404,5,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,20.7,0,1,180,3,0,0,0.044,4
7553,9,RB2404,6,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,69.8,0,1,180,3,0,0,0.066,4
7554,9,RB2404,7,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,116.4,0,1,180,3,0,0,0.076,4
7555,9,RB2404,8,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,161.3,0,1,180,3,0,0,0.108,4
7556,9,RB2404,9,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,206.2,0,1,180,3,0,0,0.129,4
7557,9,RB2404,10,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,254.7,0,1,180,3,0,0,0.17,4
7558,9,RB2404,11,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,303.9,0,1,180,3,0,0,0.211,4
7559,9,RB2404,12,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,341,0,1,180,3,0,0,0.274,4
7560,9,RB2404,13,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,25/05/1905 00:00,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0,6100,1830,1830,305,152,[0],[0],[0],[0],0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0,2,450,[10],[281],[4],[19],[0],[0],6,0,0,2,0,0,0,0,1,[4],[8],[0],[251],[19],0,3,2,2,3,0,0,2,0,0,372.6,0,1,180,3,0,0,0.317,4
7561,10,Specimen 1,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50,28,1,0,0,0,0,0.01,2
7562,10,Specimen 1,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.4,28,1,0,0,0,0,0.02,2
7563,10,Specimen 1,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.7,28,1,0,0,0,0,0.023,2
7564,10,Specimen 1,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.2,28,1,0,0,0,0,0.033,2
7565,10,Specimen 1,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.5,28,1,0,0,0,0,0.055,2
7566,10,Specimen 1,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,272.2,28,1,0,0,0,0,0.071,2
7567,10,Specimen 1,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,321.9,28,1,0,0,0,0,0.095,2
7568,10,Specimen 1,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.4,28,1,0,0,0,0,0.039,4
7569,10,Specimen 1,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.7,28,1,0,0,0,0,0.067,4
7570,10,Specimen 1,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.2,28,1,0,0,0,0,0.077,4
7571,10,Specimen 1,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.5,28,1,0,0,0,0,0.154,4
7572,10,Specimen 1,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,272.2,28,1,0,0,0,0,0.192,4
7573,10,Specimen 1,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,321.9,28,1,0,0,0,0,0.192,4
7574,10,Specimen 1,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50,28,1,0,0,0,0,532.3,5
7575,10,Specimen 1,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.4,28,1,0,0,0,0,188.1,5
7576,10,Specimen 1,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.7,28,1,0,0,0,0,132.9,5
7577,10,Specimen 1,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.2,28,1,0,0,0,0,119.9,5
7578,10,Specimen 1,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.5,28,1,0,0,0,0,103,5
7579,10,Specimen 1,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,272.2,28,1,0,0,0,0,88.9,5
7580,10,Specimen 1,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,321.9,28,1,0,0,0,0,85,5
7581,10,Specimen 2,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.4,28,1,0,0,0,0,0.023,2
7582,10,Specimen 2,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.4,28,1,0,0,0,0,0.029,2
7583,10,Specimen 2,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.4,28,1,0,0,0,0,0.041,2
7584,10,Specimen 2,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.5,28,1,0,0,0,0,0.042,2
7585,10,Specimen 2,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.5,28,1,0,0,0,0,0.064,2
7586,10,Specimen 2,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.1,28,1,0,0,0,0,0.072,2
7587,10,Specimen 2,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,272.7,28,1,0,0,0,0,0.091,2
7588,10,Specimen 2,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,321.8,28,1,0,0,0,0,0.105,2
7589,10,Specimen 2,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,346.7,28,1,0,0,0,0,0.12,2
7590,10,Specimen 2,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.4,28,1,0,0,0,0,0.039,4
7591,10,Specimen 2,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.4,28,1,0,0,0,0,0.039,4
7592,10,Specimen 2,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.4,28,1,0,0,0,0,0.077,4
7593,10,Specimen 2,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.5,28,1,0,0,0,0,0.077,4
7594,10,Specimen 2,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.5,28,1,0,0,0,0,0.115,4
7595,10,Specimen 2,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.1,28,1,0,0,0,0,0.134,4
7596,10,Specimen 2,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,272.7,28,1,0,0,0,0,0.193,4
7597,10,Specimen 2,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,321.8,28,1,0,0,0,0,0.231,4
7598,10,Specimen 2,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,346.7,28,1,0,0,0,0,0.192,4
7599,10,Specimen 2,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.4,28,1,0,0,0,0,248.2,5
7600,10,Specimen 2,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.4,28,1,0,0,0,0,168.6,5
7601,10,Specimen 2,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.4,28,1,0,0,0,0,146.4,5
7602,10,Specimen 2,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.5,28,1,0,0,0,0,125.4,5
7603,10,Specimen 2,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.5,28,1,0,0,0,0,112.1,5
7604,10,Specimen 2,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.1,28,1,0,0,0,0,99.4,5
7605,10,Specimen 2,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,272.7,28,1,0,0,0,0,92.8,5
7606,10,Specimen 2,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,321.8,28,1,0,0,0,0,88.1,5
7607,10,Specimen 2,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,346.7,28,1,0,0,0,0,86,5
7608,10,Specimen 3,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.2,28,1,0,0,0,0,0.043,2
7609,10,Specimen 3,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.2,28,1,0,0,0,0,0.041,2
7610,10,Specimen 3,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.4,28,1,0,0,0,0,0.059,2
7611,10,Specimen 3,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.7,28,1,0,0,0,0,0.061,2
7612,10,Specimen 3,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.5,28,1,0,0,0,0,0.077,2
7613,10,Specimen 3,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.2,28,1,0,0,0,0,0.095,2
7614,10,Specimen 3,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,272.4,28,1,0,0,0,0,0.113,2
7615,10,Specimen 3,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,321.7,28,1,0,0,0,0,0.122,2
7616,10,Specimen 3,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,346.4,28,1,0,0,0,0,0.142,2
7617,10,Specimen 3,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.2,28,1,0,0,0,0,0.058,4
7618,10,Specimen 3,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.2,28,1,0,0,0,0,0.077,4
7619,10,Specimen 3,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.4,28,1,0,0,0,0,0.096,4
7620,10,Specimen 3,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.7,28,1,0,0,0,0,0.135,4
7621,10,Specimen 3,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.5,28,1,0,0,0,0,0.163,4
7622,10,Specimen 3,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.2,28,1,0,0,0,0,0.192,4
7623,10,Specimen 3,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,272.4,28,1,0,0,0,0,0.25,4
7624,10,Specimen 3,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,321.7,28,1,0,0,0,0,0.288,4
7625,10,Specimen 3,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,346.4,28,1,0,0,0,0,0.308,4
7626,10,Specimen 3,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.2,28,1,0,0,0,0,320.4,5
7627,10,Specimen 3,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.2,28,1,0,0,0,0,178.4,5
7628,10,Specimen 3,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.4,28,1,0,0,0,0,166.4,5
7629,10,Specimen 3,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.7,28,1,0,0,0,0,145.7,5
7630,10,Specimen 3,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.5,28,1,0,0,0,0,127.3,5
7631,10,Specimen 3,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.2,28,1,0,0,0,0,115.8,5
7632,10,Specimen 3,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,272.4,28,1,0,0,0,0,113.1,5
7633,10,Specimen 3,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,321.7,28,1,0,0,0,0,107.9,5
7634,10,Specimen 3,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,346.4,28,1,0,0,0,0,106.5,5
7635,10,Specimen 4,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.1,28,1,0,0,0,0,0.024,2
7636,10,Specimen 4,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.3,28,1,0,0,0,0,0.028,2
7637,10,Specimen 4,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.4,28,1,0,0,0,0,0.034,2
7638,10,Specimen 4,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.1,28,1,0,0,0,0,0.036,2
7639,10,Specimen 4,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,174.3,28,1,0,0,0,0,0.046,2
7640,10,Specimen 4,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.3,28,1,0,0,0,0,0.066,2
7641,10,Specimen 4,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,273,28,1,0,0,0,0,0.068,2
7642,10,Specimen 4,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,322,28,1,0,0,0,0,0.092,2
7643,10,Specimen 4,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.1,28,1,0,0,0,0,0.038,4
7644,10,Specimen 4,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.3,28,1,0,0,0,0,0.057,4
7645,10,Specimen 4,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.4,28,1,0,0,0,0,0.058,4
7646,10,Specimen 4,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.1,28,1,0,0,0,0,0.077,4
7647,10,Specimen 4,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,174.3,28,1,0,0,0,0,0.096,4
7648,10,Specimen 4,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.3,28,1,0,0,0,0,0.144,4
7649,10,Specimen 4,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,273,28,1,0,0,0,0,0.144,4
7650,10,Specimen 4,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,322,28,1,0,0,0,0,0.192,4
7651,10,Specimen 4,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.1,28,1,0,0,0,0,291,5
7652,10,Specimen 4,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,74.3,28,1,0,0,0,0,153.6,5
7653,10,Specimen 4,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.4,28,1,0,0,0,0,116,5
7654,10,Specimen 4,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.1,28,1,0,0,0,0,96.7,5
7655,10,Specimen 4,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,174.3,28,1,0,0,0,0,91.3,5
7656,10,Specimen 4,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.3,28,1,0,0,0,0,79.9,5
7657,10,Specimen 4,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,273,28,1,0,0,0,0,80.7,5
7658,10,Specimen 4,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,322,28,1,0,0,0,0,533.5,5
7659,10,Specimen 5,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.3,28,1,0,0,0,0,0.034,2
7660,10,Specimen 5,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,73.9,28,1,0,0,0,0,0.039,2
7661,10,Specimen 5,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.3,28,1,0,0,0,0,0.05,2
7662,10,Specimen 5,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.7,28,1,0,0,0,0,0.061,2
7663,10,Specimen 5,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.8,28,1,0,0,0,0,0.071,2
7664,10,Specimen 5,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.2,28,1,0,0,0,0,0.091,2
7665,10,Specimen 5,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,273.1,28,1,0,0,0,0,0.109,2
7666,10,Specimen 5,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,322.2,28,1,0,0,0,0,0.117,2
7667,10,Specimen 5,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,346.3,28,1,0,0,0,0,0.122,2
7668,10,Specimen 5,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.3,28,1,0,0,0,0,0.039,4
7669,10,Specimen 5,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,73.9,28,1,0,0,0,0,0.077,4
7670,10,Specimen 5,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.3,28,1,0,0,0,0,0.096,4
7671,10,Specimen 5,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.7,28,1,0,0,0,0,0.106,4
7672,10,Specimen 5,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.8,28,1,0,0,0,0,0.154,4
7673,10,Specimen 5,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.2,28,1,0,0,0,0,0.193,4
7674,10,Specimen 5,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,273.1,28,1,0,0,0,0,0.192,4
7675,10,Specimen 5,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,322.2,28,1,0,0,0,0,0.25,4
7676,10,Specimen 5,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,346.3,28,1,0,0,0,0,0.241,4
7677,10,Specimen 5,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,50.3,28,1,0,0,0,0,199.6,5
7678,10,Specimen 5,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,73.9,28,1,0,0,0,0,127.4,5
7679,10,Specimen 5,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,99.3,28,1,0,0,0,0,128.7,5
7680,10,Specimen 5,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,124.7,28,1,0,0,0,0,110.5,5
7681,10,Specimen 5,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,173.8,28,1,0,0,0,0,104.8,5
7682,10,Specimen 5,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,223.2,28,1,0,0,0,0,98.5,5
7683,10,Specimen 5,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,273.1,28,1,0,0,0,0,86,5
7684,10,Specimen 5,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800,800,800,800,76,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000,2,297,[16],[38],[1],[30],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0,1,0,0,322.2,28,1,0,0,0,0,84.7,5
7685,11,1B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.61,0.14,0,45,1,0,0,0,0,27,1
7686,11,1B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.58,0.04,0,45,1,0,0,0,0,27,1
7687,11,1B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,10,5.65,0.14,0,45,1,0,0,0,0,27,1
7688,11,1B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,30,5.59,0.14,0,45,1,0,0,0,0,27,1
7689,11,1B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.58,0.04,0,45,1,0,0,0,0,27,1
7690,11,1B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.65,0.14,0,45,1,0,0,0,0,27,1
7691,11,1B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,8.29,0.21,0,45,1,0,0,0,0,19,1
7692,11,1B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,10.92,0.27,0,45,1,0,0,0,0,27,1
7693,11,1B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.63,0.34,0,45,1,0,0,0,0,27,1
7694,11,1B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.61,0.14,0,45,1,0,0,0,0,44,1
7695,11,1B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,44,1
7696,11,1B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.65,0.14,0,45,1,0,0,0,0,27,1
7697,11,1B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,5.59,0.14,0,45,1,0,0,0,0,27,1
7698,11,1B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,44,1
7699,11,1B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.65,0.14,0,45,1,0,0,0,0,27,1
7700,11,1B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.29,0.21,0,45,1,0,0,0,0,19,1
7701,11,1B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,10.92,0.27,0,45,1,0,0,0,0,19,1
7702,11,1B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.63,0.34,0,45,1,0,0,0,0,19,1
7703,11,1B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.61,0.14,0,45,1,0,0,0,0,44,1
7704,11,1B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,44,1
7705,11,1B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.65,0.14,0,45,1,0,0,0,0,44,1
7706,11,1B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,5.59,0.14,0,45,1,0,0,0,0,27,1
7707,11,1B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,27,1
7708,11,1B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.65,0.14,0,45,1,0,0,0,0,27,1
7709,11,1B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.29,0.21,0,45,1,0,0,0,0,19,1
7710,11,1B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,10.92,0.27,0,45,1,0,0,0,0,19,1
7711,11,1B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.63,0.34,0,45,1,0,0,0,0,19,1
7712,11,1B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.61,0.14,0,45,1,0,0,0,0,0.084,2
7713,11,1B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.58,0.04,0,45,1,0,0,0,0,0.049,2
7714,11,1B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,10,5.65,0.14,0,45,1,0,0,0,0,0.104,2
7715,11,1B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,30,5.59,0.14,0,45,1,0,0,0,0,0.112,2
7716,11,1B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.58,0.04,0,45,1,0,0,0,0,0.051,2
7717,11,1B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.65,0.14,0,45,1,0,0,0,0,0.122,2
7718,11,1B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,8.29,0.21,0,45,1,0,0,0,0,0.151,2
7719,11,1B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,10.92,0.27,0,45,1,0,0,0,0,0.181,2
7720,11,1B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.63,0.34,0,45,1,0,0,0,0,0.249,2
7721,11,1B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.61,0.14,0,45,1,0,0,0,0,0.048,2
7722,11,1B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,0.03,2
7723,11,1B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.65,0.14,0,45,1,0,0,0,0,0.064,2
7724,11,1B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,5.59,0.14,0,45,1,0,0,0,0,0.072,2
7725,11,1B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,0.032,2
7726,11,1B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.65,0.14,0,45,1,0,0,0,0,0.082,2
7727,11,1B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.29,0.21,0,45,1,0,0,0,0,0.111,2
7728,11,1B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,10.92,0.27,0,45,1,0,0,0,0,0.119,2
7729,11,1B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.63,0.34,0,45,1,0,0,0,0,0.17,2
7730,11,1B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.61,0.14,0,45,1,0,0,0,0,0.046,2
7731,11,1B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,0.031,2
7732,11,1B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.65,0.14,0,45,1,0,0,0,0,0.067,2
7733,11,1B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,5.59,0.14,0,45,1,0,0,0,0,0.061,2
7734,11,1B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,0.034,2
7735,11,1B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.65,0.14,0,45,1,0,0,0,0,0.063,2
7736,11,1B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.29,0.21,0,45,1,0,0,0,0,0.102,2
7737,11,1B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,10.92,0.27,0,45,1,0,0,0,0,0.123,2
7738,11,1B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.63,0.34,0,45,1,0,0,0,0,0.166,2
7739,11,1B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.61,0.14,0,45,1,0,0,0,0,0.15,4
7740,11,1B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.58,0.04,0,45,1,0,0,0,0,0.08,4
7741,11,1B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,10,5.65,0.14,0,45,1,0,0,0,0,0.17,4
7742,11,1B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,30,5.59,0.14,0,45,1,0,0,0,0,0.18,4
7743,11,1B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.58,0.04,0,45,1,0,0,0,0,0.08,4
7744,11,1B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.65,0.14,0,45,1,0,0,0,0,0.19,4
7745,11,1B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,8.29,0.21,0,45,1,0,0,0,0,0.25,4
7746,11,1B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,10.92,0.27,0,45,1,0,0,0,0,0.35,4
7747,11,1B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.63,0.34,0,45,1,0,0,0,0,0.42,4
7748,11,1B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.61,0.14,0,45,1,0,0,0,0,0.12,4
7749,11,1B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,0.07,4
7750,11,1B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.65,0.14,0,45,1,0,0,0,0,0.15,4
7751,11,1B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,5.59,0.14,0,45,1,0,0,0,0,0.15,4
7752,11,1B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,0.07,4
7753,11,1B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.65,0.14,0,45,1,0,0,0,0,0.18,4
7754,11,1B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.29,0.21,0,45,1,0,0,0,0,0.23,4
7755,11,1B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,10.92,0.27,0,45,1,0,0,0,0,0.3,4
7756,11,1B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.63,0.34,0,45,1,0,0,0,0,0.35,4
7757,11,1B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.61,0.14,0,45,1,0,0,0,0,0.07,4
7758,11,1B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,0.05,4
7759,11,1B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.65,0.14,0,45,1,0,0,0,0,0.09,4
7760,11,1B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,5.59,0.14,0,45,1,0,0,0,0,0.09,4
7761,11,1B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.58,0.04,0,45,1,0,0,0,0,0.05,4
7762,11,1B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.65,0.14,0,45,1,0,0,0,0,0.1,4
7763,11,1B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.29,0.21,0,45,1,0,0,0,0,0.18,4
7764,11,1B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,10.92,0.27,0,45,1,0,0,0,0,0.2,4
7765,11,1B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[45],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.63,0.34,0,45,1,0,0,0,0,0.26,4
7766,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,4,1
7767,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,4,1
7768,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,5,1
7769,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,5,1
7770,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,5,1
7771,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,5,1
7772,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,5,1
7773,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,5,1
7774,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,7,1
7775,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,7,1
7776,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,4,1
7777,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,4,1
7778,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,5,1
7779,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,5,1
7780,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,5,1
7781,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,5,1
7782,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,5,1
7783,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,6,1
7784,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,9,1
7785,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,9,1
7786,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,4,1
7787,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,4,1
7788,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,5,1
7789,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,5,1
7790,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,5,1
7791,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,5,1
7792,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,5,1
7793,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,6,1
7794,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,9,1
7795,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,9,1
7796,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,4,1
7797,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,4,1
7798,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,5,1
7799,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,5,1
7800,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,5,1
7801,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,5,1
7802,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,5,1
7803,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,6,1
7804,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,9,1
7805,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,9,1
7806,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,0.295,2
7807,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,0.138,2
7808,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,0.25,2
7809,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,0.13,2
7810,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,0.14,2
7811,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,0.2,2
7812,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,0.33,2
7813,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,0.394,2
7814,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,0.417,2
7815,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,0.66,2
7816,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,0.183,2
7817,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,0.058,2
7818,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,0.232,2
7819,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,0.09,2
7820,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,0.092,2
7821,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,0.18,2
7822,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,0.26,2
7823,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,0.288,2
7824,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,0.358,2
7825,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,0.523,2
7826,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,0.138,2
7827,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,0.06,2
7828,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,0.204,2
7829,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,0.072,2
7830,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,0.09,2
7831,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,0.16,2
7832,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,0.21,2
7833,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,0.373,2
7834,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,0.389,2
7835,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,0.542,2
7836,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,0.195,2
7837,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,0.088,2
7838,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,0.202,2
7839,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,0.11,2
7840,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,0.132,2
7841,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,0.19,2
7842,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,0.242,2
7843,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,0.313,2
7844,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,0.319,2
7845,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,0.449,2
7846,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,0.45,4
7847,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,0.22,4
7848,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,0.4,4
7849,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,0.2,4
7850,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,0.25,4
7851,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,0.36,4
7852,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,0.4,4
7853,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,0.5,4
7854,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,0.7,4
7855,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,0.92,4
7856,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,0.25,4
7857,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,0.12,4
7858,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,0.3,4
7859,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,0.15,4
7860,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,0.2,4
7861,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,0.3,4
7862,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,0.4,4
7863,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,0.35,4
7864,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,0.56,4
7865,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,0.9,4
7866,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,0.2,4
7867,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,0.12,4
7868,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,0.4,4
7869,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,0.15,4
7870,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,0.13,4
7871,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,0.25,4
7872,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,0.32,4
7873,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,0.8,4
7874,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,0.78,4
7875,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,0.98,4
7876,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,298.7145,44,1,0,0,0,0,0.28,4
7877,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,56.5056,44,1,0,0,0,0,0.1,4
7878,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,298.7145,44,1,0,0,0,0,0.28,4
7879,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,64.3536,44,1,0,0,0,0,0.15,4
7880,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,108.0081,44,1,0,0,0,0,0.18,4
7881,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,201.6936,44,1,0,0,0,0,0.25,4
7882,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.7335,44,1,0,0,0,0,0.35,4
7883,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,394.7544,44,1,0,0,0,0,0.48,4
7884,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,488.4399,44,1,0,0,0,0,0.6,4
7885,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,539.55,44,1,0,0,0,0,0.78,4
7886,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,3,1
7887,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,3,1
7888,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,4,1
7889,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,4,1
7890,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,4,1
7891,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,4,1
7892,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,8,1
7893,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,9,1
7894,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,9,1
7895,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,4,1
7896,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,4,1
7897,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,5,1
7898,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,5,1
7899,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,5,1
7900,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,5,1
7901,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,9,1
7902,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,12,1
7903,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,12,1
7904,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,3,1
7905,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,3,1
7906,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,3,1
7907,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,3,1
7908,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,3,1
7909,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,3,1
7910,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,8,1
7911,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,9,1
7912,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,9,1
7913,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,4,1
7914,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,4,1
7915,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,5,1
7916,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,5,1
7917,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,5,1
7918,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,5,1
7919,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,10,1
7920,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,12,1
7921,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,12,1
7922,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.24,2
7923,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,0.113,2
7924,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,0.255,2
7925,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,0.12,2
7926,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,0.178,2
7927,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.275,2
7928,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.348,2
7929,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,0.384,2
7930,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,0.564,2
7931,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.098,2
7932,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,0.045,2
7933,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,0.104,2
7934,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,0.062,2
7935,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,0.08,2
7936,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.112,2
7937,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.213,2
7938,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,0.228,2
7939,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,0.354,2
7940,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.113,2
7941,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,0.067,2
7942,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,0.157,2
7943,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,0.077,2
7944,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,0.08,2
7945,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.153,2
7946,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.224,2
7947,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,0.309,2
7948,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,0.473,2
7949,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.125,2
7950,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,0.063,2
7951,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,0.178,2
7952,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,0.078,2
7953,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,0.122,2
7954,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.166,2
7955,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.229,2
7956,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,0.258,2
7957,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,0.344,2
7958,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.36,4
7959,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,0.19,4
7960,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,0.36,4
7961,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,0.18,4
7962,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,0.26,4
7963,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.38,4
7964,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.6,4
7965,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,0.6,4
7966,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,1.15,4
7967,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.12,4
7968,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,0.05,4
7969,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,0.12,4
7970,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,0.08,4
7971,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,0.1,4
7972,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.16,4
7973,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.3,4
7974,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,0.36,4
7975,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,0.6,4
7976,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.22,4
7977,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,0.1,4
7978,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,0.26,4
7979,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,0.1,4
7980,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,0.1,4
7981,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.22,4
7982,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.4,4
7983,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,0.58,4
7984,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,0.95,4
7985,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.2,4
7986,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.7053,44,1,0,0,0,0,0.1,4
7987,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.1116,44,1,0,0,0,0,0.27,4
7988,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.6293,44,1,0,0,0,0,0.16,4
7989,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.5843,44,1,0,0,0,0,0.2,4
7990,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,179.523,44,1,0,0,0,0,0.22,4
7991,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.35,4
7992,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,360.4194,44,1,0,0,0,0,0.4,4
7993,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,449.1018,44,1,0,0,0,0,0.65,4
7994,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,3,1
7995,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,3,1
7996,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,3,1
7997,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,3,1
7998,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,4,1
7999,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,4,1
8000,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,6,1
8001,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,8,1
8002,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,8,1
8003,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,8,1
8004,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,8,1
8005,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,8,1
8006,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,8,1
8007,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,9,1
8008,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,10,1
8009,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,12,1
8010,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,12,1
8011,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,12,1
8012,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,7,1
8013,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,7,1
8014,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,7,1
8015,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,7,1
8016,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,8,1
8017,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,8,1
8018,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,9,1
8019,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,11,1
8020,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,12,1
8021,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,9,1
8022,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,9,1
8023,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,9,1
8024,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,9,1
8025,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,10,1
8026,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,10,1
8027,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,12,1
8028,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,12,1
8029,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,12,1
8030,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,0.173,2
8031,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,0.053,2
8032,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,0.167,2
8033,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,0.087,2
8034,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,0.148,2
8035,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,0.205,2
8036,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,0.327,2
8037,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,0.288,2
8038,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,0.344,2
8039,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,0.09,2
8040,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,0.038,2
8041,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,0.125,2
8042,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,0.048,2
8043,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,0.136,2
8044,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,0.149,2
8045,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,0.236,2
8046,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,0.225,2
8047,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,0.33,2
8048,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,0.16,2
8049,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,0.076,2
8050,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,0.171,2
8051,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,0.099,2
8052,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,0.198,2
8053,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,0.233,2
8054,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,0.337,2
8055,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,0.389,2
8056,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,0.441,2
8057,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,0.08,2
8058,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,0.051,2
8059,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,0.106,2
8060,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,0.05,2
8061,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,0.137,2
8062,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,0.176,2
8063,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,0.194,2
8064,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,0.232,2
8065,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,0.292,2
8066,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,0.22,4
8067,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,0.08,4
8068,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,0.2,4
8069,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,0.14,4
8070,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,0.28,4
8071,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,0.28,4
8072,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,0.58,4
8073,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,0.55,4
8074,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,0.82,4
8075,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,0.15,4
8076,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,0.06,4
8077,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,0.19,4
8078,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,0.08,4
8079,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,0.2,4
8080,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,0.25,4
8081,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,0.35,4
8082,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,0.48,4
8083,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,0.55,4
8084,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,0.3,4
8085,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,0.15,4
8086,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,0.32,4
8087,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,0.15,4
8088,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,0.36,4
8089,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,0.34,4
8090,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,0.55,4
8091,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,0.78,4
8092,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,0.94,4
8093,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,144.4032,44,1,0,0,0,0,0.18,4
8094,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.563,44,1,0,0,0,0,0.1,4
8095,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,143.4222,44,1,0,0,0,0,0.2,4
8096,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,22.563,44,1,0,0,0,0,0.07,4
8097,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,143.226,44,1,0,0,0,0,0.18,4
8098,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.276,44,1,0,0,0,0,0.35,4
8099,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,290.7684,44,1,0,0,0,0,0.48,4
8100,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,44,1,0,0,0,0,0.38,4
8101,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,483.1425,44,1,0,0,0,0,0.38,4
8102,11,1C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,9.06,0.68,0,44,1,0,0,0,0,1,1
8103,11,1C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.69,1.03,0,44,1,0,0,0,0,23,1
8104,11,1C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.72,0.13,0,44,1,0,0,0,0,18,1
8105,11,1C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,10,13.64,1.02,0,44,1,0,0,0,0,23,1
8106,11,1C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,30,1.72,0.13,0,44,1,0,0,0,0,23,1
8107,11,1C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,4.56,0.34,0,44,1,0,0,0,0,23,1
8108,11,1C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,9.06,0.68,0,44,1,0,0,0,0,23,1
8109,11,1C1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.55,1.02,0,44,1,0,0,0,0,23,1
8110,11,1C1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,18.3,1.37,0,44,1,0,0,0,0,22,1
8111,11,1C1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,22.8,1.71,0,44,1,0,0,0,0,23,1
8112,11,1C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,9.06,0.68,0,44,1,0,0,0,0,0.06,2
8113,11,1C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.69,1.03,0,44,1,0,0,0,0,0.088,2
8114,11,1C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.72,0.13,0,44,1,0,0,0,0,0.038,2
8115,11,1C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,10,13.64,1.02,0,44,1,0,0,0,0,0.106,2
8116,11,1C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,30,1.72,0.13,0,44,1,0,0,0,0,0.038,2
8117,11,1C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,4.56,0.34,0,44,1,0,0,0,0,0.049,2
8118,11,1C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,9.06,0.68,0,44,1,0,0,0,0,0.082,2
8119,11,1C1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.55,1.02,0,44,1,0,0,0,0,0.117,2
8120,11,1C1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,18.3,1.37,0,44,1,0,0,0,0,0.151,2
8121,11,1C1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,22.8,1.71,0,44,1,0,0,0,0,0.198,2
8122,11,1C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,9.06,0.68,0,44,1,0,0,0,0,0.06,4
8123,11,1C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.69,1.03,0,44,1,0,0,0,0,0.15,4
8124,11,1C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.72,0.13,0,44,1,0,0,0,0,0.09,4
8125,11,1C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,10,13.64,1.02,0,44,1,0,0,0,0,0.15,4
8126,11,1C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,30,1.72,0.13,0,44,1,0,0,0,0,0.08,4
8127,11,1C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,4.56,0.34,0,44,1,0,0,0,0,0.08,4
8128,11,1C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,9.06,0.68,0,44,1,0,0,0,0,0.15,4
8129,11,1C1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.55,1.02,0,44,1,0,0,0,0,0.18,4
8130,11,1C1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,18.3,1.37,0,44,1,0,0,0,0,0.23,4
8131,11,1C1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,22.8,1.71,0,44,1,0,0,0,0,0.3,4
8132,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,1,1
8133,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,1,1
8134,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,2,1
8135,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,4,1
8136,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,4,1
8137,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,4,1
8138,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,4,1
8139,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,5,1
8140,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,5,1
8141,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,6,1
8142,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,6,1
8143,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,10,1
8144,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,12,1
8145,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,12,1
8146,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,12,1
8147,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,12,1
8148,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,15,1
8149,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,15,1
8150,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,1,1
8151,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,1,1
8152,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,1,1
8153,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,1,1
8154,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,1,1
8155,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,1,1
8156,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,1,1
8157,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,1,1
8158,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,1,1
8159,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,4,1
8160,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,4,1
8161,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,10,1
8162,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,13,1
8163,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,13,1
8164,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,13,1
8165,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,13,1
8166,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,16,1
8167,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,16,1
8168,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,0.97,2
8169,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,0.35,2
8170,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,0.78,2
8171,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,0.29,2
8172,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,0.258,2
8173,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,0.415,2
8174,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.558,2
8175,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,0.578,2
8176,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,0.702,2
8177,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,0.17,2
8178,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,0.083,2
8179,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,0.202,2
8180,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,0.095,2
8181,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,0.09,2
8182,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,0.136,2
8183,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.203,2
8184,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,0.169,2
8185,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,0.225,2
8186,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,0.4,2
8187,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,0.1,2
8188,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,0.42,2
8189,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,0.2,2
8190,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,0.15,2
8191,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,0.32,2
8192,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.65,2
8193,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,0.75,2
8194,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,0.9,2
8195,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,0.205,2
8196,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,0.068,2
8197,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,0.162,2
8198,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,0.083,2
8199,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,0.096,2
8200,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,0.138,2
8201,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.175,2
8202,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,0.209,2
8203,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,0.253,2
8204,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,0.97,4
8205,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,0.35,4
8206,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,1.2,4
8207,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,0.44,4
8208,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,0.35,4
8209,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,0.5,4
8210,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.7,4
8211,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,0.82,4
8212,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,1.2,4
8213,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,0.32,4
8214,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,0.15,4
8215,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,0.92,4
8216,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,0.18,4
8217,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,0.15,4
8218,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,0.35,4
8219,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.45,4
8220,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,0.5,4
8221,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,0.8,4
8222,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,0.4,4
8223,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,0.1,4
8224,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,0.42,4
8225,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,0.2,4
8226,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,0.15,4
8227,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,0.32,4
8228,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.65,4
8229,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,0.75,4
8230,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,0.9,4
8231,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,361.989,44,1,0,0,0,0,0.37,4
8232,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,34.1388,44,1,0,0,0,0,0.1,4
8233,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,360.5175,44,1,0,0,0,0,0.5,4
8234,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,33.1578,44,1,0,0,0,0,0.2,4
8235,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,90.3501,44,1,0,0,0,0,0.22,4
8236,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,182.1717,44,1,0,0,0,0,0.4,4
8237,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,273.7971,44,1,0,0,0,0,0.45,4
8238,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,363.2643,44,1,0,0,0,0,0.6,4
8239,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,2]","[2,42]","[0,0]","[0,0]",2,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,453.6144,44,1,0,0,0,0,0.8,4
8240,11,2A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.4753,35,1,0,0,0,0,13,1
8241,11,2A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,54.6417,35,1,0,0,0,0,13,1
8242,11,2A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,196.4943,35,1,0,0,0,0,14,1
8243,11,2A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,197.4753,35,1,0,0,0,0,14,1
8244,11,2A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,53.955,35,1,0,0,0,0,14,1
8245,11,2A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.5532,35,1,0,0,0,0,17,1
8246,11,2A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,393.381,35,1,0,0,0,0,19,1
8247,11,2A2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,26,1
8248,11,2A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.4753,35,1,0,0,0,0,8,1
8249,11,2A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,54.6417,35,1,0,0,0,0,8,1
8250,11,2A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,196.4943,35,1,0,0,0,0,9,1
8251,11,2A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,197.4753,35,1,0,0,0,0,9,1
8252,11,2A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,53.955,35,1,0,0,0,0,9,1
8253,11,2A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.5532,35,1,0,0,0,0,13,1
8254,11,2A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,393.381,35,1,0,0,0,0,14,1
8255,11,2A2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,23,1
8256,11,2A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.4753,35,1,0,0,0,0,0.055,2
8257,11,2A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,54.6417,35,1,0,0,0,0,0.032,2
8258,11,2A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,196.4943,35,1,0,0,0,0,0.064,2
8259,11,2A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,197.4753,35,1,0,0,0,0,0.071,2
8260,11,2A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,53.955,35,1,0,0,0,0,0.039,2
8261,11,2A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.5532,35,1,0,0,0,0,0.11,2
8262,11,2A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,393.381,35,1,0,0,0,0,0.149,2
8263,11,2A2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,0.163,2
8264,11,2A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.4753,35,1,0,0,0,0,0.069,2
8265,11,2A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,54.6417,35,1,0,0,0,0,0.04,2
8266,11,2A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,196.4943,35,1,0,0,0,0,0.074,2
8267,11,2A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,197.4753,35,1,0,0,0,0,0.08,2
8268,11,2A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,53.955,35,1,0,0,0,0,0.044,2
8269,11,2A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.5532,35,1,0,0,0,0,0.096,2
8270,11,2A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,393.381,35,1,0,0,0,0,0.147,2
8271,11,2A2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,0.15,2
8272,11,2A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.4753,35,1,0,0,0,0,0.09,4
8273,11,2A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,54.6417,35,1,0,0,0,0,0.06,4
8274,11,2A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,196.4943,35,1,0,0,0,0,0.1,4
8275,11,2A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,197.4753,35,1,0,0,0,0,0.13,4
8276,11,2A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,53.955,35,1,0,0,0,0,0.07,4
8277,11,2A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.5532,35,1,0,0,0,0,0.2,4
8278,11,2A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,393.381,35,1,0,0,0,0,0.25,4
8279,11,2A2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,0.38,4
8280,11,2A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.4753,35,1,0,0,0,0,0.12,4
8281,11,2A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,54.6417,35,1,0,0,0,0,0.08,4
8282,11,2A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,196.4943,35,1,0,0,0,0,0.13,4
8283,11,2A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,197.4753,35,1,0,0,0,0,0.13,4
8284,11,2A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,53.955,35,1,0,0,0,0,0.08,4
8285,11,2A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.5532,35,1,0,0,0,0,0.15,4
8286,11,2A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,393.381,35,1,0,0,0,0,0.22,4
8287,11,2A2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,0.3,4
8288,11,2A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,121.5459,35,1,0,0,0,0,13,1
8289,11,2A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,9,1
8290,11,2A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,121.5459,35,1,0,0,0,0,16,1
8291,11,2A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.2148,35,1,0,0,0,0,16,1
8292,11,2A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,122.625,35,1,0,0,0,0,16,1
8293,11,2A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,16,1
8294,11,2A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.504,35,1,0,0,0,0,16,1
8295,11,2A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,272.1294,35,1,0,0,0,0,21,1
8296,11,2A2d,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,362.4795,35,1,0,0,0,0,21,1
8297,11,2A2d,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,452.5353,35,1,0,0,0,0,21,1
8298,11,2A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,121.5459,35,1,0,0,0,0,11,1
8299,11,2A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,11,1
8300,11,2A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,121.5459,35,1,0,0,0,0,14,1
8301,11,2A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.2148,35,1,0,0,0,0,14,1
8302,11,2A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,122.625,35,1,0,0,0,0,14,1
8303,11,2A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,14,1
8304,11,2A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.504,35,1,0,0,0,0,14,1
8305,11,2A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,272.1294,35,1,0,0,0,0,19,1
8306,11,2A2d,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,362.4795,35,1,0,0,0,0,19,1
8307,11,2A2d,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,452.5353,35,1,0,0,0,0,19,1
8308,11,2A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,121.5459,35,1,0,0,0,0,0.043,2
8309,11,2A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,0.032,2
8310,11,2A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,121.5459,35,1,0,0,0,0,0.041,2
8311,11,2A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.2148,35,1,0,0,0,0,0.023,2
8312,11,2A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,122.625,35,1,0,0,0,0,0.044,2
8313,11,2A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,0.024,2
8314,11,2A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.504,35,1,0,0,0,0,0.057,2
8315,11,2A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,272.1294,35,1,0,0,0,0,0.071,2
8316,11,2A2d,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,362.4795,35,1,0,0,0,0,0.102,2
8317,11,2A2d,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,452.5353,35,1,0,0,0,0,0.139,2
8318,11,2A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,121.5459,35,1,0,0,0,0,0.055,2
8319,11,2A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,0.035,2
8320,11,2A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,121.5459,35,1,0,0,0,0,0.052,2
8321,11,2A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.2148,35,1,0,0,0,0,0.029,2
8322,11,2A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,122.625,35,1,0,0,0,0,0.059,2
8323,11,2A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,0.034,2
8324,11,2A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.504,35,1,0,0,0,0,0.08,2
8325,11,2A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,272.1294,35,1,0,0,0,0,0.089,2
8326,11,2A2d,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,362.4795,35,1,0,0,0,0,0.122,2
8327,11,2A2d,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,452.5353,35,1,0,0,0,0,0.156,2
8328,11,2A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,121.5459,35,1,0,0,0,0,0.1,4
8329,11,2A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,0.08,4
8330,11,2A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,121.5459,35,1,0,0,0,0,0.1,4
8331,11,2A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.2148,35,1,0,0,0,0,0.05,4
8332,11,2A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,122.625,35,1,0,0,0,0,0.13,4
8333,11,2A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,0.07,4
8334,11,2A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.504,35,1,0,0,0,0,0.2,4
8335,11,2A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,272.1294,35,1,0,0,0,0,0.23,4
8336,11,2A2d,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,362.4795,35,1,0,0,0,0,0.25,4
8337,11,2A2d,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,452.5353,35,1,0,0,0,0,0.25,4
8338,11,2A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,121.5459,35,1,0,0,0,0,0.13,4
8339,11,2A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,0.08,4
8340,11,2A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,121.5459,35,1,0,0,0,0,0.13,4
8341,11,2A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.2148,35,1,0,0,0,0,0.09,4
8342,11,2A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,122.625,35,1,0,0,0,0,0.15,4
8343,11,2A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,29.3319,35,1,0,0,0,0,0.09,4
8344,11,2A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,180.504,35,1,0,0,0,0,0.19,4
8345,11,2A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,272.1294,35,1,0,0,0,0,0.2,4
8346,11,2A2d,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,362.4795,35,1,0,0,0,0,0.25,4
8347,11,2A2d,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,452.5353,35,1,0,0,0,0,0.28,4
8348,11,2B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,0.14,0,0,35,1,0,0,0,0,1,1
8349,11,2B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.6,0.04,0,35,1,0,0,0,0,1,1
8350,11,2B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,3.17,0.08,0,35,1,0,0,0,0,1,1
8351,11,2B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.74,0.14,0,35,1,0,0,0,0,13,1
8352,11,2B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.6,0.04,0,35,1,0,0,0,0,13,1
8353,11,2B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,10,5.74,0.14,0,35,1,0,0,0,0,13,1
8354,11,2B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,30,1.6,0.04,0,35,1,0,0,0,0,13,1
8355,11,2B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.74,0.14,0,35,1,0,0,0,0,13,1
8356,11,2B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,8.47,0.21,0,35,1,0,0,0,0,17,1
8357,11,2B1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.14,0.28,0,35,1,0,0,0,0,16,1
8358,11,2B1a,11,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.86,0.35,0,35,1,0,0,0,0,16,1
8359,11,2B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,0.14,0,0,35,1,0,0,0,0,1,1
8360,11,2B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,1,1
8361,11,2B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,3.17,0.08,0,35,1,0,0,0,0,1,1
8362,11,2B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,12,1
8363,11,2B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,12,1
8364,11,2B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.74,0.14,0,35,1,0,0,0,0,12,1
8365,11,2B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,1.6,0.04,0,35,1,0,0,0,0,12,1
8366,11,2B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,12,1
8367,11,2B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.47,0.21,0,35,1,0,0,0,0,17,1
8368,11,2B1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.14,0.28,0,35,1,0,0,0,0,17,1
8369,11,2B1a,11,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.86,0.35,0,35,1,0,0,0,0,17,1
8370,11,2B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,0.14,0,0,35,1,0,0,0,0,1,1
8371,11,2B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,1,1
8372,11,2B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,3.17,0.08,0,35,1,0,0,0,0,1,1
8373,11,2B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,13,1
8374,11,2B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,13,1
8375,11,2B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.74,0.14,0,35,1,0,0,0,0,13,1
8376,11,2B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,1.6,0.04,0,35,1,0,0,0,0,13,1
8377,11,2B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,13,1
8378,11,2B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.47,0.21,0,35,1,0,0,0,0,16,1
8379,11,2B1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.14,0.28,0,35,1,0,0,0,0,16,1
8380,11,2B1a,11,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.86,0.35,0,35,1,0,0,0,0,17,1
8381,11,2B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,0.14,0,0,35,1,0,0,0,0,0.01,2
8382,11,2B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.6,0.04,0,35,1,0,0,0,0,0.04,2
8383,11,2B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,3.17,0.08,0,35,1,0,0,0,0,0.06,2
8384,11,2B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.74,0.14,0,35,1,0,0,0,0,0.088,2
8385,11,2B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.6,0.04,0,35,1,0,0,0,0,0.058,2
8386,11,2B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,10,5.74,0.14,0,35,1,0,0,0,0,0.122,2
8387,11,2B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,30,1.6,0.04,0,35,1,0,0,0,0,0.058,2
8388,11,2B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.74,0.14,0,35,1,0,0,0,0,0.133,2
8389,11,2B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,8.47,0.21,0,35,1,0,0,0,0,0.157,2
8390,11,2B1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.14,0.28,0,35,1,0,0,0,0,0.229,2
8391,11,2B1a,11,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.86,0.35,0,35,1,0,0,0,0,0.31,2
8392,11,2B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,0.14,0,0,35,1,0,0,0,0,0.01,2
8393,11,2B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,0.02,2
8394,11,2B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,3.17,0.08,0,35,1,0,0,0,0,0.03,2
8395,11,2B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,0.029,2
8396,11,2B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,0.018,2
8397,11,2B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.74,0.14,0,35,1,0,0,0,0,0.064,2
8398,11,2B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,1.6,0.04,0,35,1,0,0,0,0,0.018,2
8399,11,2B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,0.077,2
8400,11,2B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.47,0.21,0,35,1,0,0,0,0,0.093,2
8401,11,2B1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.14,0.28,0,35,1,0,0,0,0,0.155,2
8402,11,2B1a,11,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.86,0.35,0,35,1,0,0,0,0,0.201,2
8403,11,2B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,0.14,0,0,35,1,0,0,0,0,0.01,2
8404,11,2B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,0.01,2
8405,11,2B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,3.17,0.08,0,35,1,0,0,0,0,0.06,2
8406,11,2B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,0.025,2
8407,11,2B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,0.013,2
8408,11,2B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.74,0.14,0,35,1,0,0,0,0,0.048,2
8409,11,2B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,1.6,0.04,0,35,1,0,0,0,0,0.013,2
8410,11,2B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,0.062,2
8411,11,2B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.47,0.21,0,35,1,0,0,0,0,0.111,2
8412,11,2B1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.14,0.28,0,35,1,0,0,0,0,0.151,2
8413,11,2B1a,11,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.86,0.35,0,35,1,0,0,0,0,0.199,2
8414,11,2B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,0.14,0,0,35,1,0,0,0,0,0.01,4
8415,11,2B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.6,0.04,0,35,1,0,0,0,0,0.04,4
8416,11,2B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,3.17,0.08,0,35,1,0,0,0,0,0.06,4
8417,11,2B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.74,0.14,0,35,1,0,0,0,0,0.21,4
8418,11,2B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.6,0.04,0,35,1,0,0,0,0,0.12,4
8419,11,2B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,10,5.74,0.14,0,35,1,0,0,0,0,0.22,4
8420,11,2B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,30,1.6,0.04,0,35,1,0,0,0,0,0.12,4
8421,11,2B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,5.74,0.14,0,35,1,0,0,0,0,0.23,4
8422,11,2B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,8.47,0.21,0,35,1,0,0,0,0,0.35,4
8423,11,2B1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.14,0.28,0,35,1,0,0,0,0,0.45,4
8424,11,2B1a,11,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,13.86,0.35,0,35,1,0,0,0,0,0.54,4
8425,11,2B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,0.14,0,0,35,1,0,0,0,0,0.01,4
8426,11,2B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,0.02,4
8427,11,2B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,3.17,0.08,0,35,1,0,0,0,0,0.03,4
8428,11,2B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,0.09,4
8429,11,2B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,0.09,4
8430,11,2B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.74,0.14,0,35,1,0,0,0,0,0.2,4
8431,11,2B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,1.6,0.04,0,35,1,0,0,0,0,0.09,4
8432,11,2B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,0.22,4
8433,11,2B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.47,0.21,0,35,1,0,0,0,0,0.25,4
8434,11,2B1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.14,0.28,0,35,1,0,0,0,0,0.3,4
8435,11,2B1a,11,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.86,0.35,0,35,1,0,0,0,0,0.42,4
8436,11,2B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,0.14,0,0,35,1,0,0,0,0,0.01,4
8437,11,2B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,0.01,4
8438,11,2B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,3.17,0.08,0,35,1,0,0,0,0,0.06,4
8439,11,2B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,0.08,4
8440,11,2B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.6,0.04,0,35,1,0,0,0,0,0.03,4
8441,11,2B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,10,5.74,0.14,0,35,1,0,0,0,0,0.1,4
8442,11,2B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,30,1.6,0.04,0,35,1,0,0,0,0,0.03,4
8443,11,2B1a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,5.74,0.14,0,35,1,0,0,0,0,0.12,4
8444,11,2B1a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.47,0.21,0,35,1,0,0,0,0,0.18,4
8445,11,2B1a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.14,0.28,0,35,1,0,0,0,0,0.25,4
8446,11,2B1a,11,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,13.86,0.35,0,35,1,0,0,0,0,0.35,4
8447,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,1,1
8448,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,1,1
8449,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,1,1
8450,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,3,1
8451,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,4,1
8452,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,4,1
8453,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,7,1
8454,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,7,1
8455,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,7,1
8456,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,1,1
8457,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,1,1
8458,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,1,1
8459,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,3,1
8460,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,4,1
8461,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,4,1
8462,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,7,1
8463,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,7,1
8464,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,7,1
8465,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,1,1
8466,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,1,1
8467,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,1,1
8468,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,3,1
8469,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,4,1
8470,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,4,1
8471,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,7,1
8472,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,7,1
8473,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,7,1
8474,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,1,1
8475,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,1,1
8476,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,1,1
8477,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,3,1
8478,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,4,1
8479,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,4,1
8480,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,7,1
8481,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,8,1
8482,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,8,1
8483,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.3,2
8484,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,0.09,2
8485,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,0.3,2
8486,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,0.11,2
8487,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,0.215,2
8488,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.49,2
8489,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,0.361,2
8490,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,0.543,2
8491,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,0.657,2
8492,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.15,2
8493,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,0.03,2
8494,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,0.1,2
8495,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,0.127,2
8496,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,0.22,2
8497,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.288,2
8498,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,0.326,2
8499,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,0.487,2
8500,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,0.64,2
8501,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.1,2
8502,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,0.05,2
8503,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,0.1,2
8504,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,0.117,2
8505,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,0.198,2
8506,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.293,2
8507,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,0.29,2
8508,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,0.44,2
8509,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,0.586,2
8510,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.26,2
8511,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,0.08,2
8512,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,0.25,2
8513,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,0.12,2
8514,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,0.238,2
8515,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.29,2
8516,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,0.326,2
8517,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,0.448,2
8518,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,0.446,2
8519,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.3,4
8520,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,0.09,4
8521,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,0.3,4
8522,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,0.18,4
8523,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,0.32,4
8524,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.86,4
8525,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,0.7,4
8526,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,1.02,4
8527,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,1.1,4
8528,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.15,4
8529,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,0.03,4
8530,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,0.1,4
8531,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,0.2,4
8532,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,0.3,4
8533,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.4,4
8534,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,0.45,4
8535,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,0.6,4
8536,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,0.9,4
8537,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.1,4
8538,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,0.05,4
8539,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,0.1,4
8540,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,0.15,4
8541,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,0.3,4
8542,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.5,4
8543,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,0.45,4
8544,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,0.65,4
8545,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,0.85,4
8546,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.26,4
8547,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.6828,35,1,0,0,0,0,0.08,4
8548,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,10,0,0,296.3601,35,1,0,0,0,0,0.25,4
8549,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,30,0,0,60.3315,35,1,0,0,0,0,0.18,4
8550,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.6746,35,1,0,0,0,0,0.27,4
8551,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,297.9297,35,1,0,0,0,0,0.36,4
8552,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,385.6311,35,1,0,0,0,0,0.56,4
8553,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,486.7722,35,1,0,0,0,0,0.76,4
8554,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,60,0,0,485.1045,35,1,0,0,0,0,0.64,4
8555,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,6,1
8556,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,6,1
8557,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,6,1
8558,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,6,1
8559,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,9,1
8560,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,11,1
8561,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,12,1
8562,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,8,1
8563,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,8,1
8564,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,8,1
8565,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,8,1
8566,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,13,1
8567,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,15,1
8568,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,15,1
8569,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,4,1
8570,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,4,1
8571,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,4,1
8572,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,5,1
8573,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,11,1
8574,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,12,1
8575,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,12,1
8576,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,7,1
8577,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,7,1
8578,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,7,1
8579,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,7,1
8580,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,12,1
8581,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,13,1
8582,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,13,1
8583,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,0.098,2
8584,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.055,2
8585,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.053,2
8586,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,0.107,2
8587,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,0.137,2
8588,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,0.168,2
8589,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.184,2
8590,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,0.048,2
8591,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.025,2
8592,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.029,2
8593,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,0.053,2
8594,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,0.072,2
8595,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,0.112,2
8596,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.151,2
8597,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,0.08,2
8598,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.053,2
8599,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.055,2
8600,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,0.078,2
8601,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,0.083,2
8602,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,0.118,2
8603,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.163,2
8604,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,0.066,2
8605,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.039,2
8606,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.046,2
8607,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,0.074,2
8608,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,0.103,2
8609,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,0.137,2
8610,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.177,2
8611,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,0.17,4
8612,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.08,4
8613,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.09,4
8614,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,0.2,4
8615,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,0.21,4
8616,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,0.27,4
8617,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.32,4
8618,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,0.08,4
8619,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.05,4
8620,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.06,4
8621,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,0.08,4
8622,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,0.13,4
8623,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,0.21,4
8624,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.34,4
8625,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,0.1,4
8626,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.08,4
8627,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.08,4
8628,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,0.12,4
8629,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,0.18,4
8630,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,0.25,4
8631,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.27,4
8632,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,197.5734,41,1,0,0,0,0,0.13,4
8633,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.1,4
8634,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,57.7809,41,1,0,0,0,0,0.1,4
8635,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,196.8867,41,1,0,0,0,0,0.15,4
8636,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,291.2589,41,1,0,0,0,0,0.2,4
8637,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,392.4,41,1,0,0,0,0,0.25,4
8638,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[25],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.33,4
8639,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,6,1
8640,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,6,1
8641,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,6,1
8642,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,6,1
8643,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,11,1
8644,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,11,1
8645,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,14,1
8646,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,14,1
8647,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,6,1
8648,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,6,1
8649,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,6,1
8650,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,6,1
8651,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,10,1
8652,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,12,1
8653,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,13,1
8654,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,14,1
8655,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,2,1
8656,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,2,1
8657,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,2,1
8658,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,2,1
8659,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,8,1
8660,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,8,1
8661,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,12,1
8662,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,13,1
8663,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,3,1
8664,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,3,1
8665,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,3,1
8666,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,3,1
8667,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,9,1
8668,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,12,1
8669,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,13,1
8670,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,14,1
8671,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,0.043,2
8672,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.035,2
8673,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.038,2
8674,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,0.05,2
8675,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,0.085,2
8676,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,0.123,2
8677,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,0.121,2
8678,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,0.138,2
8679,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,0.035,2
8680,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.027,2
8681,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.032,2
8682,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,0.048,2
8683,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,0.075,2
8684,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,0.108,2
8685,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,0.12,2
8686,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,0.159,2
8687,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,0.035,2
8688,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.025,2
8689,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.03,2
8690,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,0.04,2
8691,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,0.076,2
8692,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,0.114,2
8693,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,0.123,2
8694,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,0.152,2
8695,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,0.02,2
8696,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.017,2
8697,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.017,2
8698,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,0.027,2
8699,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,0.054,2
8700,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,0.092,2
8701,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,0.111,2
8702,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,0.144,2
8703,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,0.06,4
8704,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.06,4
8705,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.06,4
8706,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,0.08,4
8707,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,0.16,4
8708,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,0.2,4
8709,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,0.24,4
8710,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,0.26,4
8711,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,0.07,4
8712,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.05,4
8713,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.06,4
8714,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,0.08,4
8715,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,0.15,4
8716,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,0.22,4
8717,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,0.3,4
8718,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,0.35,4
8719,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,0.04,4
8720,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.03,4
8721,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.04,4
8722,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,0.05,4
8723,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,0.15,4
8724,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,0.2,4
8725,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,0.2,4
8726,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,0.24,4
8727,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,88.6824,41,1,0,0,0,0,0.03,4
8728,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.02,4
8729,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,30.9015,41,1,0,0,0,0,0.02,4
8730,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,89.6634,41,1,0,0,0,0,0.04,4
8731,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,186.39,41,1,0,0,0,0,0.08,4
8732,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,279.1926,41,1,0,0,0,0,0.13,4
8733,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,375.9192,41,1,0,0,0,0,0.17,4
8734,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,50,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[25],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,467.8389,41,1,0,0,0,0,0.25,4
8735,11,3B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,6.12,0.15,0,41,1,0,0,0,0,13,1
8736,11,3B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.7,0.04,0,41,1,0,0,0,0,13,1
8737,11,3B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.7,0.04,0,41,1,0,0,0,0,13,1
8738,11,3B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,6.12,0.15,0,41,1,0,0,0,0,13,1
8739,11,3B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,8.3,0.21,0,41,1,0,0,0,0,17,1
8740,11,3B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.09,0.28,0,41,1,0,0,0,0,18,1
8741,11,3B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,14,0.35,0,41,1,0,0,0,0,18,1
8742,11,3B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,10,1
8743,11,3B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,10,1
8744,11,3B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,10,1
8745,11,3B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,10,1
8746,11,3B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.3,0.21,0,41,1,0,0,0,0,18,1
8747,11,3B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.09,0.28,0,41,1,0,0,0,0,19,1
8748,11,3B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,14,0.35,0,41,1,0,0,0,0,19,1
8749,11,3B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,11,1
8750,11,3B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,11,1
8751,11,3B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,11,1
8752,11,3B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,11,1
8753,11,3B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.3,0.21,0,41,1,0,0,0,0,15,1
8754,11,3B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.09,0.28,0,41,1,0,0,0,0,19,1
8755,11,3B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,14,0.35,0,41,1,0,0,0,0,19,1
8756,11,3B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,6.12,0.15,0,41,1,0,0,0,0,0.095,2
8757,11,3B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.7,0.04,0,41,1,0,0,0,0,0.047,2
8758,11,3B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.7,0.04,0,41,1,0,0,0,0,0.055,2
8759,11,3B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,6.12,0.15,0,41,1,0,0,0,0,0.094,2
8760,11,3B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,8.3,0.21,0,41,1,0,0,0,0,0.129,2
8761,11,3B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.09,0.28,0,41,1,0,0,0,0,0.171,2
8762,11,3B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,14,0.35,0,41,1,0,0,0,0,0.218,2
8763,11,3B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,0.063,2
8764,11,3B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,0.031,2
8765,11,3B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,0.046,2
8766,11,3B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,0.076,2
8767,11,3B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.3,0.21,0,41,1,0,0,0,0,0.081,2
8768,11,3B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.09,0.28,0,41,1,0,0,0,0,0.143,2
8769,11,3B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,14,0.35,0,41,1,0,0,0,0,0.185,2
8770,11,3B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,0.06,2
8771,11,3B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,0.036,2
8772,11,3B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,0.044,2
8773,11,3B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,0.072,2
8774,11,3B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.3,0.21,0,41,1,0,0,0,0,0.092,2
8775,11,3B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.09,0.28,0,41,1,0,0,0,0,0.14,2
8776,11,3B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,14,0.35,0,41,1,0,0,0,0,0.175,2
8777,11,3B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,6.12,0.15,0,41,1,0,0,0,0,0.13,4
8778,11,3B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.7,0.04,0,41,1,0,0,0,0,0.06,4
8779,11,3B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.7,0.04,0,41,1,0,0,0,0,0.07,4
8780,11,3B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,6.12,0.15,0,41,1,0,0,0,0,0.14,4
8781,11,3B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,8.3,0.21,0,41,1,0,0,0,0,0.2,4
8782,11,3B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.09,0.28,0,41,1,0,0,0,0,0.24,4
8783,11,3B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,14,0.35,0,41,1,0,0,0,0,0.3,4
8784,11,3B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,0.1,4
8785,11,3B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,0.05,4
8786,11,3B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,0.06,4
8787,11,3B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,0.1,4
8788,11,3B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.3,0.21,0,41,1,0,0,0,0,0.13,4
8789,11,3B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.09,0.28,0,41,1,0,0,0,0,0.25,4
8790,11,3B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,14,0.35,0,41,1,0,0,0,0,0.3,4
8791,11,3B1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,0.11,4
8792,11,3B1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,0.05,4
8793,11,3B1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.7,0.04,0,41,1,0,0,0,0,0.06,4
8794,11,3B1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,6.12,0.15,0,41,1,0,0,0,0,0.1,4
8795,11,3B1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,8.3,0.21,0,41,1,0,0,0,0,0.15,4
8796,11,3B1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.09,0.28,0,41,1,0,0,0,0,0.18,4
8797,11,3B1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[75],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,14,0.35,0,41,1,0,0,0,0,0.23,4
8798,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,2,1
8799,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,2,1
8800,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,2,1
8801,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,2,1
8802,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,2,1
8803,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,3,1
8804,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,2,1
8805,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,2,1
8806,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,2,1
8807,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,2,1
8808,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,2,1
8809,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,10,1
8810,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,1,1
8811,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,1,1
8812,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,1,1
8813,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,1,1
8814,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,1,1
8815,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,3,1
8816,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,2,1
8817,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,2,1
8818,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,2,1
8819,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,2,1
8820,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,2,1
8821,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,10,1
8822,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,0.41,2
8823,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,0.23,2
8824,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,0.32,2
8825,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,0.445,2
8826,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,0.47,2
8827,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.753,2
8828,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,0.21,2
8829,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,0.11,2
8830,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,0.15,2
8831,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,0.22,2
8832,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,0.235,2
8833,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.15,2
8834,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,0.08,2
8835,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,0.04,2
8836,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,0.05,2
8837,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,0.1,2
8838,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,0.13,2
8839,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.303,2
8840,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,0.12,2
8841,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,0.035,2
8842,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,0.08,2
8843,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,0.145,2
8844,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,0.155,2
8845,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.168,2
8846,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,0.5,4
8847,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,0.28,4
8848,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,0.41,4
8849,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,0.58,4
8850,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,0.61,4
8851,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.85,4
8852,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,0.28,4
8853,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,0.13,4
8854,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,0.18,4
8855,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,0.28,4
8856,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,0.3,4
8857,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.45,4
8858,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,0.08,4
8859,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,0.04,4
8860,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,0.05,4
8861,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,0.1,4
8862,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,0.13,4
8863,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.35,4
8864,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,365.4225,41,1,0,0,0,0,0.16,4
8865,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,61.9011,41,1,0,0,0,0,0.04,4
8866,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,199.2411,41,1,0,0,0,0,0.11,4
8867,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,364.7358,41,1,0,0,0,0,0.18,4
8868,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,398.8746,41,1,0,0,0,0,0.19,4
8869,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,566.9,[6],[50],[1],[22],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,491.8734,41,1,0,0,0,0,0.47,4
8870,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,1,1
8871,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,1,1
8872,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,1,1
8873,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,2,1
8874,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,2,1
8875,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,11,1
8876,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,16,1
8877,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,17,1
8878,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,3,1
8879,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,3,1
8880,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,3,1
8881,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,3,1
8882,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,3,1
8883,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,9,1
8884,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,14,1
8885,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,16,1
8886,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,3,1
8887,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,3,1
8888,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,3,1
8889,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,3,1
8890,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,3,1
8891,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,11,1
8892,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,15,1
8893,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,16,1
8894,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,2,1
8895,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,3,1
8896,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,3,1
8897,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,3,1
8898,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,3,1
8899,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,11,1
8900,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,16,1
8901,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,17,1
8902,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,0.04,2
8903,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,0.04,2
8904,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,0.04,2
8905,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,0.03,2
8906,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,0.04,2
8907,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,0.125,2
8908,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,0.191,2
8909,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,0.236,2
8910,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,0.137,2
8911,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,0.157,2
8912,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,0.09,2
8913,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,0.103,2
8914,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,0.177,2
8915,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,0.212,2
8916,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,0.224,2
8917,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,0.251,2
8918,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,0.19,2
8919,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,0.22,2
8920,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,0.103,2
8921,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,0.133,2
8922,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,0.207,2
8923,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,0.24,2
8924,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,0.27,2
8925,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,0.334,2
8926,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,0.08,2
8927,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,0.077,2
8928,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,0.04,2
8929,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,0.047,2
8930,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,0.08,2
8931,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,0.122,2
8932,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,0.15,2
8933,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,0.208,2
8934,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,0.04,4
8935,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,0.04,4
8936,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,0.04,4
8937,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,0.04,4
8938,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,0.04,4
8939,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,0.3,4
8940,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,0.43,4
8941,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,0.6,4
8942,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,0.15,4
8943,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,0.21,4
8944,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,0.11,4
8945,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,0.12,4
8946,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,0.18,4
8947,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,0.33,4
8948,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,0.4,4
8949,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,0.5,4
8950,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,0.25,4
8951,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,0.3,4
8952,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,0.13,4
8953,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,0.15,4
8954,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,0.29,4
8955,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,0.4,4
8956,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,0.9,4
8957,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,0.9,4
8958,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,170.0073,41,1,0,0,0,0,0.08,4
8959,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,189.5292,41,1,0,0,0,0,0.08,4
8960,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,32.7654,41,1,0,0,0,0,0.05,4
8961,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,33.6483,41,1,0,0,0,0,0.06,4
8962,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,168.5358,41,1,0,0,0,0,0.08,4
8963,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,280.1736,41,1,0,0,0,0,0.25,4
8964,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,376.8021,41,1,0,0,0,0,0.25,4
8965,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[50],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,470.5857,41,1,0,0,0,0,0.36,4
8966,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,5,1
8967,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,6,1
8968,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,6,1
8969,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,6,1
8970,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,6,1
8971,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,10,1
8972,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,15,1
8973,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,15,1
8974,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,5,1
8975,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,5,1
8976,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,5,1
8977,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,5,1
8978,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,5,1
8979,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,13,1
8980,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,18,1
8981,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,19,1
8982,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,3,1
8983,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,4,1
8984,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,4,1
8985,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,4,1
8986,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,4,1
8987,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,9,1
8988,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,14,1
8989,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,16,1
8990,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,4,1
8991,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,7,1
8992,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,7,1
8993,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,7,1
8994,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,7,1
8995,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,13,1
8996,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,16,1
8997,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,19,1
8998,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,0.112,2
8999,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,0.115,2
9000,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,0.072,2
9001,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,0.09,2
9002,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,0.132,2
9003,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,0.199,2
9004,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,0.291,2
9005,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,0.395,2
9006,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,0.07,2
9007,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,0.092,2
9008,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,0.05,2
9009,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,0.054,2
9010,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,0.1,2
9011,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,0.118,2
9012,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,0.187,2
9013,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,0.241,2
9014,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,0.11,2
9015,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,0.113,2
9016,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,0.03,2
9017,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,0.068,2
9018,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,0.105,2
9019,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,0.161,2
9020,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,0.27,2
9021,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,0.307,2
9022,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,0.065,2
9023,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,0.071,2
9024,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,0.046,2
9025,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,0.056,2
9026,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,0.08,2
9027,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,0.106,2
9028,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,0.181,2
9029,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,0.248,2
9030,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,0.15,4
9031,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,0.17,4
9032,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,0.11,4
9033,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,0.13,4
9034,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,0.2,4
9035,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,0.3,4
9036,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,0.61,4
9037,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,0.85,4
9038,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,0.1,4
9039,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,0.14,4
9040,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,0.07,4
9041,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,0.07,4
9042,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,0.14,4
9043,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,0.2,4
9044,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,0.3,4
9045,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,0.48,4
9046,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,0.2,4
9047,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,0.25,4
9048,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,0.06,4
9049,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,0.15,4
9050,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,0.15,4
9051,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,0.45,4
9052,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,0.6,4
9053,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,0.78,4
9054,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,99.081,41,1,0,0,0,0,0.1,4
9055,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,120.8592,41,1,0,0,0,0,0.13,4
9056,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.7592,41,1,0,0,0,0,0.07,4
9057,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,22.3668,41,1,0,0,0,0,0.07,4
9058,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,122.1345,41,1,0,0,0,0,0.13,4
9059,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,200.4183,41,1,0,0,0,0,0.17,4
9060,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.4062,41,1,0,0,0,0,0.25,4
9061,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,100,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,502.9587,41,1,0,0,0,0,1.1,4
9062,11,3C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.75,0.88,0,41,1,0,0,0,0,19,1
9063,11,3C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.78,0.13,0,41,1,0,0,0,0,19,1
9064,11,3C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.78,0.13,0,41,1,0,0,0,0,19,1
9065,11,3C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,7.11,0.53,0,41,1,0,0,0,0,19,1
9066,11,3C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.71,0.88,0,41,1,0,0,0,0,19,1
9067,11,3C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,18.94,1.42,0,41,1,0,0,0,0,22,1
9068,11,3C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,23.64,1.77,0,41,1,0,0,0,0,22,1
9069,11,3C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.75,0.88,0,41,1,0,0,0,0,19,1
9070,11,3C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,19,1
9071,11,3C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,19,1
9072,11,3C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,7.11,0.53,0,41,1,0,0,0,0,19,1
9073,11,3C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.71,0.88,0,41,1,0,0,0,0,19,1
9074,11,3C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,18.94,1.42,0,41,1,0,0,0,0,22,1
9075,11,3C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,23.64,1.77,0,41,1,0,0,0,0,22,1
9076,11,3C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.75,0.88,0,41,1,0,0,0,0,19,1
9077,11,3C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,19,1
9078,11,3C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,19,1
9079,11,3C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,7.11,0.53,0,41,1,0,0,0,0,19,1
9080,11,3C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.71,0.88,0,41,1,0,0,0,0,19,1
9081,11,3C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,18.94,1.42,0,41,1,0,0,0,0,22,1
9082,11,3C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,23.64,1.77,0,41,1,0,0,0,0,22,1
9083,11,3C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.75,0.88,0,41,1,0,0,0,0,0.055,2
9084,11,3C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.78,0.13,0,41,1,0,0,0,0,0.021,2
9085,11,3C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.78,0.13,0,41,1,0,0,0,0,0.026,2
9086,11,3C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,7.11,0.53,0,41,1,0,0,0,0,0.049,2
9087,11,3C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.71,0.88,0,41,1,0,0,0,0,0.078,2
9088,11,3C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,18.94,1.42,0,41,1,0,0,0,0,0.127,2
9089,11,3C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,23.64,1.77,0,41,1,0,0,0,0,0.174,2
9090,11,3C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.75,0.88,0,41,1,0,0,0,0,0.043,2
9091,11,3C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,0.021,2
9092,11,3C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,0.022,2
9093,11,3C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,7.11,0.53,0,41,1,0,0,0,0,0.039,2
9094,11,3C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.71,0.88,0,41,1,0,0,0,0,0.057,2
9095,11,3C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,18.94,1.42,0,41,1,0,0,0,0,0.112,2
9096,11,3C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,23.64,1.77,0,41,1,0,0,0,0,0.16,2
9097,11,3C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.75,0.88,0,41,1,0,0,0,0,0.059,2
9098,11,3C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,0.024,2
9099,11,3C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,0.028,2
9100,11,3C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,7.11,0.53,0,41,1,0,0,0,0,0.049,2
9101,11,3C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.71,0.88,0,41,1,0,0,0,0,0.075,2
9102,11,3C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,18.94,1.42,0,41,1,0,0,0,0,0.133,2
9103,11,3C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,23.64,1.77,0,41,1,0,0,0,0,0.16,2
9104,11,3C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.75,0.88,0,41,1,0,0,0,0,0.08,4
9105,11,3C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.78,0.13,0,41,1,0,0,0,0,0.05,4
9106,11,3C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,1.78,0.13,0,41,1,0,0,0,0,0.05,4
9107,11,3C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,7.11,0.53,0,41,1,0,0,0,0,0.08,4
9108,11,3C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,11.71,0.88,0,41,1,0,0,0,0,0.11,4
9109,11,3C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,18.94,1.42,0,41,1,0,0,0,0,0.21,4
9110,11,3C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,2,0,1,23.64,1.77,0,41,1,0,0,0,0,0.28,4
9111,11,3C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.75,0.88,0,41,1,0,0,0,0,0.07,4
9112,11,3C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,0.03,4
9113,11,3C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,0.03,4
9114,11,3C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,7.11,0.53,0,41,1,0,0,0,0,0.07,4
9115,11,3C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.71,0.88,0,41,1,0,0,0,0,0.08,4
9116,11,3C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,18.94,1.42,0,41,1,0,0,0,0,0.17,4
9117,11,3C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,23.64,1.77,0,41,1,0,0,0,0,0.23,4
9118,11,3C1a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.75,0.88,0,41,1,0,0,0,0,0.11,4
9119,11,3C1a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,0.07,4
9120,11,3C1a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,1.78,0.13,0,41,1,0,0,0,0,0.07,4
9121,11,3C1a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,7.11,0.53,0,41,1,0,0,0,0,0.13,4
9122,11,3C1a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,11.71,0.88,0,41,1,0,0,0,0,0.23,4
9123,11,3C1a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,18.94,1.42,0,41,1,0,0,0,0,0.3,4
9124,11,3C1a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[175],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,0,2,1,0,1,23.64,1.77,0,41,1,0,0,0,0,0.33,4
9125,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,6,1
9126,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,6,1
9127,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,6,1
9128,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,6,1
9129,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,6,1
9130,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,6,1
9131,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,6,1
9132,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,12,1
9133,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,12,1
9134,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,12,1
9135,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,12,1
9136,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,12,1
9137,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,12,1
9138,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,12,1
9139,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,5,1
9140,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,5,1
9141,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,5,1
9142,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,5,1
9143,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,5,1
9144,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,5,1
9145,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,5,1
9146,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,11,1
9147,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,11,1
9148,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,11,1
9149,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,11,1
9150,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,11,1
9151,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,11,1
9152,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,11,1
9153,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,0.707,2
9154,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.358,2
9155,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.32,2
9156,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,0.403,2
9157,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,0.667,2
9158,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,0.708,2
9159,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,0.958,2
9160,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,0.323,2
9161,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.15,2
9162,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.149,2
9163,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,0.218,2
9164,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,0.335,2
9165,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,0.357,2
9166,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,0.484,2
9167,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,0.778,2
9168,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.266,2
9169,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.316,2
9170,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,0.426,2
9171,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,0.716,2
9172,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,0.76,2
9173,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,1.02,2
9174,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,0.404,2
9175,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.159,2
9176,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.158,2
9177,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,0.234,2
9178,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,0.348,2
9179,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,0.42,2
9180,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,0.479,2
9181,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,1.7,4
9182,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,1.1,4
9183,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.9,4
9184,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,0.95,4
9185,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,1.5,4
9186,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,1.7,4
9187,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,1.8,4
9188,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,0.73,4
9189,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.33,4
9190,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.42,4
9191,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,0.48,4
9192,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,0.7,4
9193,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,0.8,4
9194,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,1.1,4
9195,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,1.6,4
9196,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.55,4
9197,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.65,4
9198,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,0.8,4
9199,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,1.1,4
9200,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,1.1,4
9201,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,1.6,4
9202,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,478.9242,41,1,0,0,0,0,0.93,4
9203,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.4,4
9204,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,35.316,41,1,0,0,0,0,0.35,4
9205,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,192.6684,41,1,0,0,0,0,0.5,4
9206,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,380.4318,41,1,0,0,0,0,0.75,4
9207,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,479.9052,41,1,0,0,0,0,0.95,4
9208,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,556.6,[8],[100],[1],[21],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,519.5376,41,1,0,0,0,0,1.05,4
9209,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,1,1
9210,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,1,1
9211,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,1,1
9212,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,1,1
9213,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,1,1
9214,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.8967,41,1,0,0,0,0,3,1
9215,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,503.6454,41,1,0,0,0,0,3,1
9216,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,4,1
9217,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,4,1
9218,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,4,1
9219,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,5,1
9220,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,5,1
9221,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.8967,41,1,0,0,0,0,11,1
9222,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,503.6454,41,1,0,0,0,0,13,1
9223,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,1,1
9224,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,1,1
9225,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,1,1
9226,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,1,1
9227,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.8967,41,1,0,0,0,0,3,1
9228,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,4,1
9229,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,4,1
9230,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,4,1
9231,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,5,1
9232,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,5,1
9233,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.8967,41,1,0,0,0,0,11,1
9234,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,503.6454,41,1,0,0,0,0,13,1
9235,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.08,2
9236,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.03,2
9237,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.04,2
9238,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,0.15,2
9239,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.2,2
9240,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.8967,41,1,0,0,0,0,0.743,2
9241,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,503.6454,41,1,0,0,0,0,0.8,2
9242,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.25,2
9243,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.138,2
9244,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.16,2
9245,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,0.22,2
9246,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.258,2
9247,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.8967,41,1,0,0,0,0,0.352,2
9248,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,503.6454,41,1,0,0,0,0,0.402,2
9249,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.65,2
9250,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.68,2
9251,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,0.96,2
9252,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.198,2
9253,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.093,2
9254,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.118,2
9255,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,0.2,2
9256,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.22,2
9257,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.8967,41,1,0,0,0,0,0.296,2
9258,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,503.6454,41,1,0,0,0,0,0.338,2
9259,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.08,4
9260,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.03,4
9261,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.04,4
9262,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,0.15,4
9263,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.2,4
9264,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.8967,41,1,0,0,0,0,0.8,4
9265,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,503.6454,41,1,0,0,0,0,1.2,4
9266,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.46,4
9267,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.23,4
9268,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.26,4
9269,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,0.4,4
9270,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.5,4
9271,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.8967,41,1,0,0,0,0,0.98,4
9272,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,503.6454,41,1,0,0,0,0,1.4,4
9273,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.65,4
9274,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.68,4
9275,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,0.96,4
9276,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.37,4
9277,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.15,4
9278,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,24.2307,41,1,0,0,0,0,0.21,4
9279,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,202.2822,41,1,0,0,0,0,0.32,4
9280,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,261.7308,41,1,0,0,0,0,0.35,4
9281,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,402.8967,41,1,0,0,0,0,0.75,4
9282,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200,2200,2200,2200,200,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0,2,586.5,[10],[100],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,2,1,0,1,0,0,503.6454,41,1,0,0,0,0,0.85,4
9283,12,1.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.1],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,4,1
9284,12,1.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.1],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.161,2
9285,12,1.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.1],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.233,2
9286,12,1.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.1],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.215,4
9287,12,1.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.1],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.308,4
9288,12,1.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.1],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,125,5
9289,12,1.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.97],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,4,1
9290,12,1.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.97],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.176,2
9291,12,1.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.97],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.253,2
9292,12,1.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.97],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.217,4
9293,12,1.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.97],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.31,4
9294,12,1.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.97],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,125,5
9295,12,1.12.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.03],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,5,1
9296,12,1.12.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.03],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.15,2
9297,12,1.12.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.03],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.22,2
9298,12,1.12.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.03],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.17,4
9299,12,1.12.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.03],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.252,4
9300,12,1.12.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.03],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,100,5
9301,12,1.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.98],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,5,1
9302,12,1.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.98],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.156,2
9303,12,1.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.98],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.229,2
9304,12,1.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.98],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.189,4
9305,12,1.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.98],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.284,4
9306,12,1.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.98],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,100,5
9307,12,1.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.92],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,4,1
9308,12,1.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.92],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.187,2
9309,12,1.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.92],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.28,2
9310,12,1.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.92],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.2,4
9311,12,1.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.92],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.3,4
9312,12,1.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.92],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,125,5
9313,12,1.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.21],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,4,1
9314,12,1.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.21],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.181,2
9315,12,1.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.21],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.27,2
9316,12,1.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.21],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.193,4
9317,12,1.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.21],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.29,4
9318,12,1.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[3.21],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,125,5
9319,12,1.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.53],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,6,1
9320,12,1.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.53],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.122,2
9321,12,1.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.53],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.183,2
9322,12,1.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.53],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.135,4
9323,12,1.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.53],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.205,4
9324,12,1.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.53],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,83.3,5
9325,12,1.24.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.99],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,5,1
9326,12,1.24.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.99],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.16,2
9327,12,1.24.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.99],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.236,2
9328,12,1.24.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.99],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.185,4
9329,12,1.24.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.99],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.265,4
9330,12,1.24.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.99],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,100,5
9331,12,1.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.69],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,5,1
9332,12,1.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.69],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.164,2
9333,12,1.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.69],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.238,2
9334,12,1.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.69],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.176,4
9335,12,1.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.69],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.251,4
9336,12,1.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.69],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,100,5
9337,12,1.8.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.5],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,2,1
9338,12,1.8.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.5],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.254,2
9339,12,1.8.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.5],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.286,4
9340,12,1.8.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.5],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,250,5
9341,12,1.8.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.5],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,295,6
9342,12,1.8.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.58],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,2,1
9343,12,1.8.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.58],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.322,2
9344,12,1.8.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.58],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.324,4
9345,12,1.8.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.58],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,250,5
9346,12,1.8.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.58],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,280,6
9347,12,1.8.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.54],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184394,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,2,1
9348,12,1.8.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.54],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184394,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.231,2
9349,12,1.8.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.54],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184394,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.27,4
9350,12,1.8.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.54],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184394,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,250,5
9351,12,1.8.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[26.49],"[2,200x200x200,1]",[28],[2.54],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184394,2,412,[8],[40],[1],[36],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,275,6
9352,12,2.12.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.37],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,4,1
9353,12,2.12.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.37],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.171,2
9354,12,2.12.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.37],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.247,2
9355,12,2.12.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.37],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.18,4
9356,12,2.12.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.37],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.261,4
9357,12,2.12.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.37],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,125,5
9358,12,2.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,4,1
9359,12,2.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.182,2
9360,12,2.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.261,2
9361,12,2.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.197,4
9362,12,2.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.278,4
9363,12,2.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,125,5
9364,12,2.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,4,1
9365,12,2.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.176,2
9366,12,2.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.247,2
9367,12,2.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.235,4
9368,12,2.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.325,4
9369,12,2.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836,2,412,[12],[40],[1],[34],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,125,5
9370,12,2.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,4,1
9371,12,2.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.18,2
9372,12,2.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.265,2
9373,12,2.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.195,4
9374,12,2.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.285,4
9375,12,2.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[3.85],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,125,5
9376,12,2.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,4,1
9377,12,2.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.178,2
9378,12,2.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.263,2
9379,12,2.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.198,4
9380,12,2.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.299,4
9381,12,2.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.01],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,125,5
9382,12,2.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.28],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,4,1
9383,12,2.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.28],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.183,2
9384,12,2.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.28],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.273,2
9385,12,2.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.28],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.225,4
9386,12,2.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.28],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.337,4
9387,12,2.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.28],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,125,5
9388,12,2.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.74],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,4,1
9389,12,2.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.74],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.191,2
9390,12,2.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.74],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.282,2
9391,12,2.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.74],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.233,4
9392,12,2.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.74],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.339,4
9393,12,2.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.74],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,125,5
9394,12,2.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.67],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,3,1
9395,12,2.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.67],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.219,2
9396,12,2.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.67],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.318,2
9397,12,2.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.67],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,7,1,0,0,0,0,0.243,4
9398,12,2.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.67],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,0.348,4
9399,12,2.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[7],[0],[0],2,[38.36],"[2,200x200x200,1]",[7],[4.67],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603,2,412,[24],[40],[1],[28],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,7,1,0,0,0,0,166.7,5
9400,12,3.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.77],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,5,1
9401,12,3.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.77],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.147,2
9402,12,3.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.77],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.215,2
9403,12,3.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.77],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.171,4
9404,12,3.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.77],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.25,4
9405,12,3.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.77],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,100,5
9406,12,3.18.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.85],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,4,1
9407,12,3.18.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.85],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.177,2
9408,12,3.18.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.85],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.262,2
9409,12,3.18.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.85],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.21,4
9410,12,3.18.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.85],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.31,4
9411,12,3.18.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.85],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,125,5
9412,12,3.18.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.95],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,3,1
9413,12,3.18.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.95],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.211,2
9414,12,3.18.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.95],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.31,2
9415,12,3.18.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.95],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,294.3,28,1,0,0,0,0,0.258,4
9416,12,3.18.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.95],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,0.375,4
9417,12,3.18.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750,750,500,500,80,80,[0],[28],[0],[0],2,[48.36],"[2,200x200x200,1]",[28],[4.95],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890,2,412,[18],[40],[1],[31],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,6,3,0,1,0,0,412.02,28,1,0,0,0,0,166.7,5
9418,13,T1A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.066,2
9419,13,T1A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.058,2
9420,13,T1A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.056,2
9421,13,T1A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.055,2
9422,13,T1A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.068,2
9423,13,T1A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.09,4
9424,13,T1A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.1,4
9425,13,T1A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.1,4
9426,13,T1A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.12,4
9427,13,T1A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.12,4
9428,13,T1B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.071,2
9429,13,T1B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.077,2
9430,13,T1B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.077,2
9431,13,T1B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.093,2
9432,13,T1B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.13,4
9433,13,T1B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.24,4
9434,13,T1B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.24,4
9435,13,T1B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.28,4
9436,13,T1B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,95.3,5
9437,13,T1B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,112,6
9438,13,T2A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.029,2
9439,13,T2A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.036,2
9440,13,T2A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.045,2
9441,13,T2A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.046,2
9442,13,T2A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.059,2
9443,13,T2A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.05,4
9444,13,T2A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.06,4
9445,13,T2A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.06,4
9446,13,T2A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.06,4
9447,13,T2A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.08,4
9448,13,T2A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,108.9,5
9449,13,T2A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,362,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,91.4,6
9450,13,T2B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.074,2
9451,13,T2B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.081,2
9452,13,T2B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.082,2
9453,13,T2B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.096,2
9454,13,T2B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.109,2
9455,13,T2B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.11,4
9456,13,T2B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.13,4
9457,13,T2B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.14,4
9458,13,T2B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.13,4
9459,13,T2B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.17,4
9460,13,T2B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,84.7,5
9461,13,T2B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,118.4,6
9462,13,T3A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.036,2
9463,13,T3A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.039,2
9464,13,T3A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.058,2
9465,13,T3A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.067,2
9466,13,T3A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.067,2
9467,13,T3A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.08,4
9468,13,T3A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.06,4
9469,13,T3A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.1,4
9470,13,T3A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.1,4
9471,13,T3A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.11,4
9472,13,T3A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,127,5
9473,13,T3A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,132.3,6
9474,13,T3B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.057,2
9475,13,T3B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.065,2
9476,13,T3B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.077,2
9477,13,T3B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.099,2
9478,13,T3B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.113,2
9479,13,T3B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.08,4
9480,13,T3B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.1,4
9481,13,T3B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.1,4
9482,13,T3B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.14,4
9483,13,T3B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.16,4
9484,13,T3B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,108.9,5
9485,13,T3B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,127,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,93,6
9486,13,T4A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.031,2
9487,13,T4A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.061,2
9488,13,T4A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.077,2
9489,13,T4A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.083,2
9490,13,T4A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.088,2
9491,13,T4A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.05,4
9492,13,T4A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.07,4
9493,13,T4A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.16,4
9494,13,T4A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.16,4
9495,13,T4A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.18,4
9496,13,T4A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,152.4,5
9497,13,T4A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,150.9,6
9498,13,T4B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.028,2
9499,13,T4B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.04,2
9500,13,T4B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.092,2
9501,13,T4B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.094,2
9502,13,T4B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.04,4
9503,13,T4B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.06,4
9504,13,T4B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.16,4
9505,13,T4B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.16,4
9506,13,T4B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,127,5
9507,13,T4B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,113.5,6
9508,13,T5A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.036,2
9509,13,T5A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.037,2
9510,13,T5A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.049,2
9511,13,T5A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.059,2
9512,13,T5A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.079,2
9513,13,T5A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.06,4
9514,13,T5A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.08,4
9515,13,T5A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.12,4
9516,13,T5A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.14,4
9517,13,T5A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.16,4
9518,13,T5A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,152.4,5
9519,13,T5A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,163.6,6
9520,13,T5B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.05,2
9521,13,T5B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.063,2
9522,13,T5B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.067,2
9523,13,T5B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.071,2
9524,13,T5B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.083,2
9525,13,T5B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.08,4
9526,13,T5B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.09,4
9527,13,T5B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.1,4
9528,13,T5B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.106,4
9529,13,T5B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.13,4
9530,13,T5B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,127,5
9531,13,T5B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,137.4,6
9532,13,T6A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.045,2
9533,13,T6A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.051,2
9534,13,T6A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.057,2
9535,13,T6A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.072,2
9536,13,T6A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.083,2
9537,13,T6A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.08,4
9538,13,T6A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.1,4
9539,13,T6A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.1,4
9540,13,T6A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.14,4
9541,13,T6A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.14,4
9542,13,T6A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,127,5
9543,13,T6A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,146,6
9544,13,T6B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.051,2
9545,13,T6B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.066,2
9546,13,T6B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.072,2
9547,13,T6B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.099,2
9548,13,T6B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.123,2
9549,13,T6B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.1,4
9550,13,T6B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.1,4
9551,13,T6B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.16,4
9552,13,T6B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.17,4
9553,13,T6B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.2,4
9554,13,T6B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,108.9,5
9555,13,T6B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,91.2,6
9556,13,T7A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.039,2
9557,13,T7A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.061,2
9558,13,T7A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.059,2
9559,13,T7A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.062,2
9560,13,T7A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.067,2
9561,13,T7A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.08,4
9562,13,T7A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.094,4
9563,13,T7A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.11,4
9564,13,T7A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.12,4
9565,13,T7A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.12,4
9566,13,T7A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,190.5,5
9567,13,T7A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,168.4,6
9568,13,T7B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.027,2
9569,13,T7B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.045,2
9570,13,T7B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.069,2
9571,13,T7B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.087,2
9572,13,T7B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.106,2
9573,13,T7B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.04,4
9574,13,T7B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.06,4
9575,13,T7B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.1,4
9576,13,T7B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.126,4
9577,13,T7B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.16,4
9578,13,T7B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,254,5
9579,13,T7B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,218.2,6
9580,13,T8A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.041,2
9581,13,T8A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.054,2
9582,13,T8A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.056,2
9583,13,T8A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.064,2
9584,13,T8A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.073,2
9585,13,T8A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.1,4
9586,13,T8A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.1,4
9587,13,T8A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.1,4
9588,13,T8A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.12,4
9589,13,T8A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.14,4
9590,13,T8A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,190.5,5
9591,13,T8A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,193.8,6
9592,13,T8B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.066,2
9593,13,T8B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.069,2
9594,13,T8B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.077,2
9595,13,T8B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.086,2
9596,13,T8B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.1,2
9597,13,T8B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.12,4
9598,13,T8B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.12,4
9599,13,T8B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.14,4
9600,13,T8B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.14,4
9601,13,T8B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.2,4
9602,13,T8B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,152.4,5
9603,13,T8B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,295.4,6
9604,13,T9A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.065,2
9605,13,T9A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.07,2
9606,13,T9A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.077,2
9607,13,T9A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.073,2
9608,13,T9A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.086,2
9609,13,T9A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.1,4
9610,13,T9A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.1,4
9611,13,T9A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.12,4
9612,13,T9A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.14,4
9613,13,T9A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.14,4
9614,13,T9A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,152.4,5
9615,13,T9A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,197.6,6
9616,13,T9B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.066,2
9617,13,T9B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.073,2
9618,13,T9B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.081,2
9619,13,T9B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.088,2
9620,13,T9B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.096,2
9621,13,T9B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,28,1,0,0,0,0,0.12,4
9622,13,T9B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,28,1,0,0,0,0,0.13,4
9623,13,T9B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,28,1,0,0,0,0,0.14,4
9624,13,T9B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,28,1,0,0,0,0,0.15,4
9625,13,T9B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,0.16,4
9626,13,T9B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,127,5
9627,13,T9B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,03/06/1905 00:00,0,Canada,University of Manitoba,0,M. El-Shahawi,762,762,609.6,609.6,254,304.8,"[7,3]","[7,21]","[0,0]","[0,0]",0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,28,1,0,0,0,0,195.3,6
9628,14,TZ1,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[60,540]","[2,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,1,0,200,0,60,1,440,2,35,0,12,1
9629,14,TZ1,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[60,540]","[2,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,100,0,200,0,60,1,440,2,35,0,16,1
9630,14,TZ1,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[60,540]","[2,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,1,0,200,0,60,1,440,2,35,0,0.16,4
9631,14,TZ1,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[60,540]","[2,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,100,0,200,0,60,1,440,2,35,0,0.16,4
9632,14,TZ2,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[60,540]","[3,2]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,1,0,200,0,60,1,440,2,35,0,8,1
9633,14,TZ2,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[60,540]","[3,2]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,1,0,200,0,60,1,440,2,35,0,0.16,4
9634,14,TZ3,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[85,540]","[3,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,1,0,200,0,60,1,440,2,35,0,11,1
9635,14,TZ3,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[85,540]","[3,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,100,0,200,0,60,1,440,2,35,0,13,1
9636,14,TZ3,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[85,540]","[3,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,1,0,200,0,60,1,440,2,35,0,0.16,4
9637,14,TZ3,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[85,540]","[3,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,100,0,200,0,60,1,440,2,35,0,0.34,4
9638,14,TZ4,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[60,515]","[3,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,1,0,200,0,60,1,440,2,35,0,10,1
9639,14,TZ4,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[60,515]","[3,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,100,0,200,0,60,1,440,2,35,0,10,1
9640,14,TZ4,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[60,515]","[3,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,1,0,200,0,60,1,440,2,35,0,0.21,4
9641,14,TZ4,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,03/06/1905 00:00,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590,0,2070,2070,600,300,[0],[0],[0],[0],0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0,2,297,"[20,20]","[60,515]","[3,3]","[50,50]",[0],[0],6,150,1S12,2,1850,0,0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",0,3,0,2,3,2,0,100,0,200,0,60,1,440,2,35,0,0.24,4
9642,15,2A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,40]","[0,0]","[0,0]",0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,47,1,0,0,0,0,0.027,2
9643,15,2A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,40]","[0,0]","[0,0]",0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,47,1,0,0,0,0,0.052,2
9644,15,2A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,40]","[0,0]","[0,0]",0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,47,1,0,0,0,0,0.067,2
9645,15,2A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,40]","[0,0]","[0,0]",0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,47,1,0,0,0,0,0.08,2
9646,15,2A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,40]","[0,0]","[0,0]",0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,47,1,0,0,0,0,0.095,2
9647,15,2A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,40]","[0,0]","[0,0]",0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,47,1,0,0,0,0,0.03,4
9648,15,2A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,40]","[0,0]","[0,0]",0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,47,1,0,0,0,0,0.07,4
9649,15,2A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,40]","[0,0]","[0,0]",0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,47,1,0,0,0,0,0.09,4
9650,15,2A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,40]","[0,0]","[0,0]",0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,47,1,0,0,0,0,0.11,4
9651,15,2A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,40]","[0,0]","[0,0]",0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,47,1,0,0,0,0,0.13,4
9652,15,2A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,40]","[0,0]","[0,0]",0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,47,1,0,0,0,0,108.9,5
9653,15,2B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,61]","[0,0]","[0,0]",0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,68,1,0,0,0,0,0.043,2
9654,15,2B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,61]","[0,0]","[0,0]",0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,68,1,0,0,0,0,0.045,2
9655,15,2B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,61]","[0,0]","[0,0]",0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,68,1,0,0,0,0,0.067,2
9656,15,2B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,61]","[0,0]","[0,0]",0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,68,1,0,0,0,0,0.07,2
9657,15,2B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,61]","[0,0]","[0,0]",0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,68,1,0,0,0,0,0.09,4
9658,15,2B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,61]","[0,0]","[0,0]",0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,68,1,0,0,0,0,0.09,4
9659,15,2B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,61]","[0,0]","[0,0]",0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,68,1,0,0,0,0,0.12,4
9660,15,2B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,61]","[0,0]","[0,0]",0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,68,1,0,0,0,0,0.13,4
9661,15,2B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,61]","[0,0]","[0,0]",0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,68,1,0,0,0,0,127,5
9662,15,2C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,85]","[0,0]","[0,0]",0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,92,1,0,0,0,0,0.059,2
9663,15,2C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,85]","[0,0]","[0,0]",0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,92,1,0,0,0,0,0.083,2
9664,15,2C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,85]","[0,0]","[0,0]",0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,92,1,0,0,0,0,0.085,2
9665,15,2C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,85]","[0,0]","[0,0]",0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,92,1,0,0,0,0,0.093,2
9666,15,2C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,85]","[0,0]","[0,0]",0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,92,1,0,0,0,0,0.075,4
9667,15,2C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,85]","[0,0]","[0,0]",0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,92,1,0,0,0,0,0.12,4
9668,15,2C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,85]","[0,0]","[0,0]",0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,92,1,0,0,0,0,0.12,4
9669,15,2C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,85]","[0,0]","[0,0]",0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,92,1,0,0,0,0,0.14,4
9670,15,2C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,85]","[0,0]","[0,0]",0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,92,1,0,0,0,0,108.9,5
9671,15,4A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,53]","[0,0]","[0,0]",0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,60,1,0,0,0,0,0.068,2
9672,15,4A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,53]","[0,0]","[0,0]",0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,60,1,0,0,0,0,0.077,2
9673,15,4A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,53]","[0,0]","[0,0]",0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,60,1,0,0,0,0,0.086,2
9674,15,4A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,53]","[0,0]","[0,0]",0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,60,1,0,0,0,0,0.106,2
9675,15,4A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,53]","[0,0]","[0,0]",0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,60,1,0,0,0,0,0.116,2
9676,15,4A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,53]","[0,0]","[0,0]",0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,60,1,0,0,0,0,0.09,4
9677,15,4A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,53]","[0,0]","[0,0]",0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,60,1,0,0,0,0,0.1,4
9678,15,4A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,53]","[0,0]","[0,0]",0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,60,1,0,0,0,0,0.13,4
9679,15,4A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,53]","[0,0]","[0,0]",0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,60,1,0,0,0,0,0.18,4
9680,15,4A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,53]","[0,0]","[0,0]",0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,60,1,0,0,0,0,0.18,4
9681,15,4A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,53]","[0,0]","[0,0]",0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,60,1,0,0,0,0,127,5
9682,15,4B,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,74]","[0,0]","[0,0]",0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,81,1,0,0,0,0,0.062,2
9683,15,4B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,74]","[0,0]","[0,0]",0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,81,1,0,0,0,0,0.075,2
9684,15,4B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,74]","[0,0]","[0,0]",0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,81,1,0,0,0,0,0.096,2
9685,15,4B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,74]","[0,0]","[0,0]",0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,81,1,0,0,0,0,0.116,2
9686,15,4B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,74]","[0,0]","[0,0]",0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,81,1,0,0,0,0,0.125,2
9687,15,4B,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,74]","[0,0]","[0,0]",0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,81,1,0,0,0,0,0.09,4
9688,15,4B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,74]","[0,0]","[0,0]",0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,81,1,0,0,0,0,0.105,4
9689,15,4B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,74]","[0,0]","[0,0]",0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,81,1,0,0,0,0,0.12,4
9690,15,4B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,74]","[0,0]","[0,0]",0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,81,1,0,0,0,0,0.14,4
9691,15,4B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,74]","[0,0]","[0,0]",0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,81,1,0,0,0,0,0.15,4
9692,15,4B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,74]","[0,0]","[0,0]",0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,81,1,0,0,0,0,127,5
9693,15,4C,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,98]","[0,0]","[0,0]",0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,105,1,0,0,0,0,0.078,2
9694,15,4C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,98]","[0,0]","[0,0]",0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,105,1,0,0,0,0,0.085,2
9695,15,4C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,98]","[0,0]","[0,0]",0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,105,1,0,0,0,0,0.107,2
9696,15,4C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,98]","[0,0]","[0,0]",0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,105,1,0,0,0,0,0.125,2
9697,15,4C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,98]","[0,0]","[0,0]",0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,105,1,0,0,0,0,0.149,2
9698,15,4C,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,98]","[0,0]","[0,0]",0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,105,1,0,0,0,0,0.1,4
9699,15,4C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,98]","[0,0]","[0,0]",0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,105,1,0,0,0,0,0.13,4
9700,15,4C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,98]","[0,0]","[0,0]",0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,105,1,0,0,0,0,0.14,4
9701,15,4C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,98]","[0,0]","[0,0]",0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,105,1,0,0,0,0,0.16,4
9702,15,4C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,98]","[0,0]","[0,0]",0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,105,1,0,0,0,0,0.18,4
9703,15,4C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,98]","[0,0]","[0,0]",0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,105,1,0,0,0,0,127,5
9704,15,6A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,46]","[0,0]","[0,0]",0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,53,1,0,0,0,0,0.041,2
9705,15,6A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,46]","[0,0]","[0,0]",0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,53,1,0,0,0,0,0.052,2
9706,15,6A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,46]","[0,0]","[0,0]",0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,53,1,0,0,0,0,0.07,2
9707,15,6A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,46]","[0,0]","[0,0]",0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,53,1,0,0,0,0,0.085,2
9708,15,6A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,46]","[0,0]","[0,0]",0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,53,1,0,0,0,0,0.09,2
9709,15,6A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,46]","[0,0]","[0,0]",0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,53,1,0,0,0,0,0.041,4
9710,15,6A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,46]","[0,0]","[0,0]",0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,53,1,0,0,0,0,0.088,4
9711,15,6A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,46]","[0,0]","[0,0]",0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,53,1,0,0,0,0,0.11,4
9712,15,6A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,46]","[0,0]","[0,0]",0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,53,1,0,0,0,0,0.11,4
9713,15,6A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,46]","[0,0]","[0,0]",0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,53,1,0,0,0,0,0.15,4
9714,15,6A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,46]","[0,0]","[0,0]",0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,53,1,0,0,0,0,108.9,5
9715,15,6B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,67]","[0,0]","[0,0]",0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,74,1,0,0,0,0,0.079,2
9716,15,6B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,67]","[0,0]","[0,0]",0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,74,1,0,0,0,0,0.085,2
9717,15,6B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,67]","[0,0]","[0,0]",0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,74,1,0,0,0,0,0.111,2
9718,15,6B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,67]","[0,0]","[0,0]",0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,74,1,0,0,0,0,0.112,2
9719,15,6B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,67]","[0,0]","[0,0]",0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,74,1,0,0,0,0,0.1,4
9720,15,6B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,67]","[0,0]","[0,0]",0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,74,1,0,0,0,0,0.12,4
9721,15,6B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,67]","[0,0]","[0,0]",0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,74,1,0,0,0,0,0.14,4
9722,15,6B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,67]","[0,0]","[0,0]",0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,74,1,0,0,0,0,0.16,4
9723,15,6B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,67]","[0,0]","[0,0]",0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,74,1,0,0,0,0,108.9,5
9724,15,6C,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,93]","[0,0]","[0,0]",0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,100,1,0,0,0,0,0.029,2
9725,15,6C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,93]","[0,0]","[0,0]",0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,100,1,0,0,0,0,0.071,2
9726,15,6C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,93]","[0,0]","[0,0]",0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,100,1,0,0,0,0,0.103,2
9727,15,6C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,93]","[0,0]","[0,0]",0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,100,1,0,0,0,0,0.11,2
9728,15,6C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,93]","[0,0]","[0,0]",0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,100,1,0,0,0,0,0.147,2
9729,15,6C,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,93]","[0,0]","[0,0]",0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,100,1,0,0,0,0,0.04,4
9730,15,6C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,93]","[0,0]","[0,0]",0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,100,1,0,0,0,0,0.075,4
9731,15,6C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,93]","[0,0]","[0,0]",0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,100,1,0,0,0,0,0.14,4
9732,15,6C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,93]","[0,0]","[0,0]",0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,100,1,0,0,0,0,0.17,4
9733,15,6C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,93]","[0,0]","[0,0]",0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,100,1,0,0,0,0,0.21,4
9734,15,6C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,93]","[0,0]","[0,0]",0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,100,1,0,0,0,0,127,5
9735,16,1,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,43]","[0,0]","[0,0]",0,[49.51],"[1,152.4x304.8,-]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,50,1,0,0,0,0,0.056,2
9736,16,1,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,43]","[0,0]","[0,0]",0,[49.51],"[1,152.4x304.8,-]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,50,1,0,0,0,0,0.058,2
9737,16,1,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,43]","[0,0]","[0,0]",0,[49.51],"[1,152.4x304.8,-]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,50,1,0,0,0,0,0.078,2
9738,16,1,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,43]","[0,0]","[0,0]",0,[49.51],"[1,152.4x304.8,-]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,50,1,0,0,0,0,0.1,4
9739,16,1,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,43]","[0,0]","[0,0]",0,[49.51],"[1,152.4x304.8,-]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,50,1,0,0,0,0,0.1,4
9740,16,1,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,43]","[0,0]","[0,0]",0,[49.51],"[1,152.4x304.8,-]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,50,1,0,0,0,0,0.12,4
9741,16,1,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,43]","[0,0]","[0,0]",0,[49.51],"[1,152.4x304.8,-]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,50,1,0,0,0,0,96,5
9742,16,1,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,43]","[0,0]","[0,0]",0,[49.51],"[1,152.4x304.8,-]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,50,1,0,0,0,0,134.9,6
9743,16,2,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,51]","[0,0]","[0,0]",0,[54.7],"[1,152.4x304.8,-]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,58,1,0,0,0,0,0.073,2
9744,16,2,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,51]","[0,0]","[0,0]",0,[54.7],"[1,152.4x304.8,-]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,58,1,0,0,0,0,0.083,2
9745,16,2,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,51]","[0,0]","[0,0]",0,[54.7],"[1,152.4x304.8,-]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,58,1,0,0,0,0,0.08,2
9746,16,2,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,51]","[0,0]","[0,0]",0,[54.7],"[1,152.4x304.8,-]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,58,1,0,0,0,0,0.093,2
9747,16,2,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,51]","[0,0]","[0,0]",0,[54.7],"[1,152.4x304.8,-]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,58,1,0,0,0,0,0.08,4
9748,16,2,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,51]","[0,0]","[0,0]",0,[54.7],"[1,152.4x304.8,-]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,58,1,0,0,0,0,0.14,4
9749,16,2,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,51]","[0,0]","[0,0]",0,[54.7],"[1,152.4x304.8,-]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,58,1,0,0,0,0,0.14,4
9750,16,2,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,51]","[0,0]","[0,0]",0,[54.7],"[1,152.4x304.8,-]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,58,1,0,0,0,0,0.18,4
9751,16,2,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,51]","[0,0]","[0,0]",0,[54.7],"[1,152.4x304.8,-]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,58,1,0,0,0,0,103.9,5
9752,16,2,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,51]","[0,0]","[0,0]",0,[54.7],"[1,152.4x304.8,-]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,58,1,0,0,0,0,194.6,6
9753,16,3,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,70,1,0,0,0,0,0.085,2
9754,16,3,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,70,1,0,0,0,0,0.105,2
9755,16,3,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,70,1,0,0,0,0,0.13,2
9756,16,3,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,70,1,0,0,0,0,0.158,2
9757,16,3,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,70,1,0,0,0,0,0.156,2
9758,16,3,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,70,1,0,0,0,0,0.09,4
9759,16,3,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,70,1,0,0,0,0,0.115,4
9760,16,3,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,70,1,0,0,0,0,0.16,4
9761,16,3,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,70,1,0,0,0,0,0.2,4
9762,16,3,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,70,1,0,0,0,0,0.2,4
9763,16,3,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,70,1,0,0,0,0,137.2,5
9764,16,3,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,63]","[0,0]","[0,0]",0,[54.06],"[1,152.4x304.8,-]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,70,1,0,0,0,0,160.3,6
9765,16,4,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,72,1,0,0,0,0,0.081,2
9766,16,4,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,72,1,0,0,0,0,0.089,2
9767,16,4,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,72,1,0,0,0,0,0.105,2
9768,16,4,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,72,1,0,0,0,0,0.135,2
9769,16,4,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,72,1,0,0,0,0,0.147,2
9770,16,4,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,72,1,0,0,0,0,0.09,4
9771,16,4,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,72,1,0,0,0,0,0.11,4
9772,16,4,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,72,1,0,0,0,0,0.12,4
9773,16,4,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,72,1,0,0,0,0,0.18,4
9774,16,4,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,72,1,0,0,0,0,0.22,4
9775,16,4,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,72,1,0,0,0,0,101.9,5
9776,16,4,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,65]","[0,0]","[0,0]",0,[52.02],"[1,152.4x304.8,-]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,72,1,0,0,0,0,110,6
9777,16,5,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,77,1,0,0,0,0,0.058,2
9778,16,5,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,77,1,0,0,0,0,0.092,2
9779,16,5,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,77,1,0,0,0,0,0.135,2
9780,16,5,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,77,1,0,0,0,0,0.168,2
9781,16,5,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,77,1,0,0,0,0,0.166,2
9782,16,5,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,77,1,0,0,0,0,0.06,4
9783,16,5,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,77,1,0,0,0,0,0.1,4
9784,16,5,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,77,1,0,0,0,0,0.18,4
9785,16,5,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,77,1,0,0,0,0,0.22,4
9786,16,5,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,77,1,0,0,0,0,0.22,4
9787,16,5,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,77,1,0,0,0,0,155.7,5
9788,16,5,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,70]","[0,0]","[0,0]",0,[47.96],"[1,152.4x304.8,-]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,77,1,0,0,0,0,165.9,6
9789,16,6,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,83,1,0,0,0,0,0.092,2
9790,16,6,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,83,1,0,0,0,0,0.127,2
9791,16,6,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,83,1,0,0,0,0,0.133,2
9792,16,6,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,83,1,0,0,0,0,0.156,2
9793,16,6,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,83,1,0,0,0,0,0.184,2
9794,16,6,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,83,1,0,0,0,0,0.1,4
9795,16,6,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,83,1,0,0,0,0,0.15,4
9796,16,6,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,83,1,0,0,0,0,0.18,4
9797,16,6,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,83,1,0,0,0,0,0.2,4
9798,16,6,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,83,1,0,0,0,0,0.22,4
9799,16,6,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,83,1,0,0,0,0,129.8,5
9800,16,6,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,76]","[0,0]","[0,0]",0,[55.52],"[1,152.4x304.8,-]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,83,1,0,0,0,0,138.2,6
9801,16,7,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,89,1,0,0,0,0,0.097,2
9802,16,7,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,89,1,0,0,0,0,0.116,2
9803,16,7,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,89,1,0,0,0,0,0.137,2
9804,16,7,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,89,1,0,0,0,0,0.162,2
9805,16,7,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,89,1,0,0,0,0,0.188,2
9806,16,7,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,206.9,89,1,0,0,0,0,0.1,4
9807,16,7,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,241.3,89,1,0,0,0,0,0.13,4
9808,16,7,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,275.8,89,1,0,0,0,0,0.16,4
9809,16,7,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,310.3,89,1,0,0,0,0,0.18,4
9810,16,7,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,89,1,0,0,0,0,0.22,4
9811,16,7,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,89,1,0,0,0,0,123.7,5
9812,16,7,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762,762,609.6,609.6,177.8,304.8,"[7,3]","[7,82]","[0,0]","[0,0]",0,[51.62],"[1,152.4x304.8,-]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],[0],[0],0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,2,2,3,0,1,0,0,344.8,89,1,0,0,0,0,143.8,6
9813,17,PD1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,6.71,0,28,0,65.41,2,2.5,0,0.1,2
9814,17,PD1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,6.71,0,28,1,65.41,2,2.5,0,0.1,2
9815,17,PD1,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,160000,0,9.97,0,28,0,65.41,2,2.5,0,0.31,2
9816,17,PD1,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,50000,0,9.97,0,28,0,65.41,2,2.5,0,0.28,2
9817,17,PD1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3,0,6.71,0,28,0,65.41,2,2.5,0,0.13,2
9818,17,PD1,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1000000,0,15.25,0,28,0,65.41,2,2.5,0,0.03,2
9819,17,PD1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,160000,0,6.71,0,28,0,65.41,2,2.5,0,0.16,2
9820,17,PD1,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2500,0,9.97,0,28,0,65.41,2,2.5,0,0.27,2
9821,17,PD1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,10000,0,6.71,0,28,0,65.41,2,2.5,0,0.14,2
9822,17,PD1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2,0,6.71,0,28,0,65.41,2,2.5,0,0.12,2
9823,17,PD1,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,750000,0,9.97,0,28,0,65.41,2,2.5,0,0.35,2
9824,17,PD1,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2,0,9.97,0,28,0,65.41,2,2.5,0,0.23,2
9825,17,PD1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,750000,0,6.71,0,28,0,65.41,2,2.5,0,0.19,2
9826,17,PD1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,500000,0,6.71,0,28,0,65.41,2,2.5,0,0.17,2
9827,17,PD1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1000000,0,9.97,0,28,0,65.41,2,2.5,0,0.14,2
9828,17,PD1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1100000,0,9.97,0,28,0,65.41,2,2.5,0,0.16,2
9829,17,PD1,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,500000,0,9.97,0,28,0,65.41,2,2.5,0,0.32,2
9830,17,PD1,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3,0,9.97,0,28,0,65.41,2,2.5,0,0.25,2
9831,17,PD1,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,9.97,0,28,0,65.41,2,2.5,0,0.17,2
9832,17,PD1,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,10000,0,9.97,0,28,0,65.41,2,2.5,0,0.28,2
9833,17,PD1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2500,0,6.71,0,28,0,65.41,2,2.5,0,0.13,2
9834,17,PD1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,50000,0,6.71,0,28,0,65.41,2,2.5,0,0.15,2
9835,17,PD2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,11.19,0,20,0,108.14,2,2.5,0,0.02,2
9836,17,PD2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,2,0,11.19,0,20,0,108.14,2,2.5,0,0.13,2
9837,17,PD2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,3,0,11.19,0,20,0,108.14,2,2.5,0,0.14,2
9838,17,PD2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,11.19,0,20,0,108.14,2,2.5,0,0.25,2
9839,17,PD2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,2,0,11.19,0,20,0,108.14,2,2.5,0,0.27,2
9840,17,PD2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,3,0,11.19,0,20,0,108.14,2,2.5,0,0.28,2
9841,17,PD3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,15.25,0,26,0,165.61,2,2.5,0,0.07,2
9842,17,PD3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,2,0,15.25,0,26,0,165.61,2,2.5,0,0.08,2
9843,17,PD3,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1800000,0,6.51,0,26,0,165.61,2,2.5,0,0.06,2
9844,17,PD3,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1750000,0,23.39,0,26,0,165.61,2,2.5,0,0.94,2
9845,17,PD3,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1380000,0,15.25,0,26,0,165.61,2,2.5,0,0.48,2
9846,17,PD3,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1890000,0,15.25,0,26,0,165.61,2,2.5,0,1.08,2
9847,17,PD3,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,3,0,23.39,0,26,0,165.61,2,2.5,0,0.21,2
9848,17,PD3,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,750000,0,23.39,0,26,0,165.61,2,2.5,0,0.33,2
9849,17,PD3,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1930000,0,23.39,0,26,0,165.61,2,2.5,0,0.16,2
9850,17,PD3,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,2500,0,23.39,0,26,0,165.61,2,2.5,0,0.23,2
9851,17,PD3,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1100000,0,23.39,0,26,0,165.61,2,2.5,0,0.34,2
9852,17,PD3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,10000,0,15.25,0,26,0,165.61,2,2.5,0,0.1,2
9853,17,PD3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1100000,0,15.25,0,26,0,165.61,2,2.5,0,0.18,2
9854,17,PD3,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,100000,0,23.39,0,26,0,165.61,2,2.5,0,0.29,2
9855,17,PD3,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,50000,0,23.39,0,26,0,165.61,2,2.5,0,0.28,2
9856,17,PD3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,50000,0,15.25,0,26,0,165.61,2,2.5,0,0.11,2
9857,17,PD3,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,250000,0,23.39,0,26,0,165.61,2,2.5,0,0.31,2
9858,17,PD3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,100000,0,15.25,0,26,0,165.61,2,2.5,0,0.13,2
9859,17,PD3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,250000,0,15.25,0,26,0,165.61,2,2.5,0,0.15,2
9860,17,PD3,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,10000,0,23.39,0,26,0,165.61,2,2.5,0,0.24,2
9861,17,PD3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,3,0,15.25,0,26,0,165.61,2,2.5,0,0.09,2
9862,17,PD3,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1750000,0,15.25,0,26,0,165.61,2,2.5,0,0.66,2
9863,17,PD3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,750000,0,15.25,0,26,0,165.61,2,2.5,0,0.17,2
9864,17,PD3,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1940000,0,23.39,0,26,0,165.61,2,2.5,0,0.18,2
9865,17,PD3,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1800000,0,15.25,0,26,0,165.61,2,2.5,0,0.78,2
9866,17,PD3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,2500,0,15.25,0,26,0,165.61,2,2.5,0,0.1,2
9867,17,PD3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1100000,0,15.25,0,26,0,165.61,2,2.5,0,0.07,2
9868,17,PD3,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,2,0,23.39,0,26,0,165.61,2,2.5,0,0.21,2
9869,17,PD3,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1680000,0,15.25,0,26,0,165.61,2,2.5,0,0.5,2
9870,17,PD3,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1250000,0,23.39,0,26,0,165.61,2,2.5,0,0.43,2
9871,17,PD3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1680000,0,23.39,0,26,0,165.61,2,2.5,0,0.7,2
9872,17,PD3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1380000,0,23.39,0,26,0,165.61,2,2.5,0,0.7,2
9873,17,PD3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1680000,0,23.39,0,26,0,165.61,2,2.5,0,0.74,2
9874,17,PD3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1380000,0,23.39,0,26,0,165.61,2,2.5,0,0.74,2
9875,17,PD3,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1890000,0,6.51,0,26,0,165.61,2,2.5,0,0.12,2
9876,17,PD3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1250000,0,15.25,0,26,0,165.61,2,2.5,0,0.22,2
9877,17,PD3,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,23.39,0,26,0,165.61,2,2.5,0,0.18,2
9878,17,PP1D1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3000000,0,19.83,0,20,0,42.31,2,2.5,0,0.23,2
9879,17,PP1D1,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2500000,0,13.22,0,20,0,42.31,2,2.5,0,0.17,2
9880,17,PP1D1,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3500000,0,19.83,0,20,0,42.31,2,2.5,0,0.23,2
9881,17,PP1D1,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1000000,0,19.83,0,20,0,42.31,2,2.5,0,0.22,2
9882,17,PP1D1,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4500000,0,17.02,0,20,0,42.31,2,2.5,0,0.1,2
9883,17,PP1D1,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2000000,0,19.83,0,20,0,42.31,2,2.5,0,0.22,2
9884,17,PP1D1,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,19.83,0,20,0,42.31,2,2.5,0,0.21,2
9885,17,PP1D1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2500,0,13.22,0,20,0,42.31,2,2.5,0,0.16,2
9886,17,PP1D1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1000000,0,13.22,0,20,0,42.31,2,2.5,0,0.16,2
9887,17,PP1D1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,150000,0,13.22,0,20,0,42.31,2,2.5,0,0.17,2
9888,17,PP1D1,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3500000,0,13.22,0,20,0,42.31,2,2.5,0,0.17,2
9889,17,PP1D1,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4500000,0,19.83,0,20,0,42.31,2,2.5,0,0.21,2
9890,17,PP1D1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,5000000,0,13.22,0,20,0,42.31,2,2.5,0,0.15,2
9891,17,PP1D1,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2500,0,19.83,0,20,0,42.31,2,2.5,0,0.22,2
9892,17,PP1D1,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3,0,19.83,0,20,0,42.31,2,2.5,0,0.22,2
9893,17,PP1D1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2,0,13.22,0,20,0,42.31,2,2.5,0,0.16,2
9894,17,PP1D1,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2,0,19.83,0,20,0,42.31,2,2.5,0,0.21,2
9895,17,PP1D1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1500000,0,13.22,0,20,0,42.31,2,2.5,0,0.16,2
9896,17,PP1D1,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4000000,0,17.02,0,20,0,42.31,2,2.5,0,0.08,2
9897,17,PP1D1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,13.22,0,20,0,42.31,2,2.5,0,0.16,2
9898,17,PP1D1,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3000000,0,13.22,0,20,0,42.31,2,2.5,0,0.17,2
9899,17,PP1D1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,500000,0,13.22,0,20,0,42.31,2,2.5,0,0.17,2
9900,17,PP1D1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2000000,0,13.22,0,20,0,42.31,2,2.5,0,0.17,2
9901,17,PP1D1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,50000,0,13.22,0,20,0,42.31,2,2.5,0,0.16,2
9902,17,PP1D1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,10000,0,13.22,0,20,0,42.31,2,2.5,0,0.16,2
9903,17,PP1D1,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2500000,0,19.83,0,20,0,42.31,2,2.5,0,0.23,2
9904,17,PP1D1,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,5000000,0,19.83,0,20,0,42.31,2,2.5,0,0.21,2
9905,17,PP1D1,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1500000,0,19.83,0,20,0,42.31,2,2.5,0,0.22,2
9906,17,PP1D1,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,500000,0,19.83,0,20,0,42.31,2,2.5,0,0.23,2
9907,17,PP1D1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3,0,13.22,0,20,0,42.31,2,2.5,0,0.16,2
9908,17,PP1D1,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,10000,0,19.83,0,20,0,42.31,2,2.5,0,0.22,2
9909,17,PP1D1,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4000000,0,19.83,0,20,0,42.31,2,2.5,0,0.21,2
9910,17,PP1D1,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,50000,0,19.83,0,20,0,42.31,2,2.5,0,0.22,2
9911,17,PP1D1,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,150000,0,19.83,0,20,0,42.31,2,2.5,0,0.23,2
9912,17,PP1D2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9913,17,PP1D2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9914,17,PP1D2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9915,17,PP1D2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9916,17,PP1D2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,10000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9917,17,PP1D2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,50000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9918,17,PP1D2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,150000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9919,17,PP1D2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,500000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9920,17,PP1D2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1000000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9921,17,PP1D2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1500000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9922,17,PP1D2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2000000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9923,17,PP1D2,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2500000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9924,17,PP1D2,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3000000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9925,17,PP1D2,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3500000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9926,17,PP1D2,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4000000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9927,17,PP1D2,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4500000,0,12.71,0,20,0,35.6,2,2.5,0,0.12,2
9928,17,PP1D2,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,5000000,0,19.32,0,20,0,35.6,2,2.5,0,0.16,2
9929,17,PP1D2,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,19.32,0,20,0,35.6,2,2.5,0,0.16,2
9930,17,PP1D2,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2,0,19.32,0,20,0,35.6,2,2.5,0,0.16,2
9931,17,PP1D2,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3,0,19.32,0,20,0,35.6,2,2.5,0,0.16,2
9932,17,PP1D2,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1000,0,19.32,0,20,0,35.6,2,2.5,0,0.16,2
9933,17,PP1D2,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,10000,0,19.32,0,20,0,35.6,2,2.5,0,0.16,2
9934,17,PP1D2,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,50000,0,19.32,0,20,0,35.6,2,2.5,0,0.17,2
9935,17,PP1D2,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,150000,0,19.32,0,20,0,35.6,2,2.5,0,0.17,2
9936,17,PP1D2,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,500000,0,19.32,0,20,0,35.6,2,2.5,0,0.17,2
9937,17,PP1D2,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1000000,0,19.32,0,20,0,35.6,2,2.5,0,0.17,2
9938,17,PP1D2,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1500000,0,19.32,0,20,0,35.6,2,2.5,0,0.17,2
9939,17,PP1D2,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2000000,0,19.32,0,20,0,35.6,2,2.5,0,0.17,2
9940,17,PP1D2,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2500000,0,19.32,0,20,0,35.6,2,2.5,0,0.16,2
9941,17,PP1D2,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3000000,0,19.32,0,20,0,35.6,2,2.5,0,0.16,2
9942,17,PP1D2,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3500000,0,19.32,0,20,0,35.6,2,2.5,0,0.16,2
9943,17,PP1D2,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4000000,0,19.32,0,20,0,35.6,2,2.5,0,0.16,2
9944,17,PP1D2,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4500000,0,19.32,0,20,0,35.6,2,2.5,0,0.17,2
9945,17,PP1D2,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,5000000,0,11.21,0,20,0,35.6,2,2.5,0,0.05,2
9946,17,PP1D3,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000,0,25.52,0,22,0,56.72,2,2.5,0,0.14,2
9947,17,PP1D3,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4750000,0,8.95,0,22,0,56.72,2,2.5,0,0.14,2
9948,17,PP1D3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2,0,17.02,0,22,0,56.72,2,2.5,0,0.11,2
9949,17,PP1D3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1500000,0,25.52,0,22,0,56.72,2,2.5,0,0.16,2
9950,17,PP1D3,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000000,0,25.52,0,22,0,56.72,2,2.5,0,0.14,2
9951,17,PP1D3,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,10000,0,25.52,0,22,0,56.72,2,2.5,0,0.15,2
9952,17,PP1D3,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,550000,0,25.52,0,22,0,56.72,2,2.5,0,0.16,2
9953,17,PP1D3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,550000,0,17.02,0,22,0,56.72,2,2.5,0,0.13,2
9954,17,PP1D3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1000000,0,17.02,0,22,0,56.72,2,2.5,0,0.13,2
9955,17,PP1D3,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2,0,25.52,0,22,0,56.72,2,2.5,0,0.14,2
9956,17,PP1D3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,17.02,0,22,0,56.72,2,2.5,0,0.11,2
9957,17,PP1D3,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3500000,0,25.52,0,22,0,56.72,2,2.5,0,0.16,2
9958,17,PP1D3,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3850000,0,17.02,0,22,0,56.72,2,2.5,0,0.13,2
9959,17,PP1D3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,750000,0,17.02,0,22,0,56.72,2,2.5,0,0.13,2
9960,17,PP1D3,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3000000,0,17.02,0,22,0,56.72,2,2.5,0,0.13,2
9961,17,PP1D3,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,200000,0,25.52,0,22,0,56.72,2,2.5,0,0.16,2
9962,17,PP1D3,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3850000,0,25.52,0,22,0,56.72,2,2.5,0,0.17,2
9963,17,PP1D3,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3000000,0,25.52,0,22,0,56.72,2,2.5,0,0.17,2
9964,17,PP1D3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000,0,17.02,0,22,0,56.72,2,2.5,0,0.12,2
9965,17,PP1D3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1500000,0,17.02,0,22,0,56.72,2,2.5,0,0.13,2
9966,17,PP1D3,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4250000,0,25.52,0,22,0,56.72,2,2.5,0,0.14,2
9967,17,PP1D3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,200000,0,17.02,0,22,0,56.72,2,2.5,0,0.12,2
9968,17,PP1D3,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4250000,0,8.95,0,22,0,56.72,2,2.5,0,0.12,2
9969,17,PP1D3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,100000,0,17.02,0,22,0,56.72,2,2.5,0,0.11,2
9970,17,PP1D3,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2000000,0,25.52,0,22,0,56.72,2,2.5,0,0.17,2
9971,17,PP1D3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000000,0,17.02,0,22,0,56.72,2,2.5,0,0.11,2
9972,17,PP1D3,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2000000,0,17.02,0,22,0,56.72,2,2.5,0,0.13,2
9973,17,PP1D3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3,0,17.02,0,22,0,56.72,2,2.5,0,0.11,2
9974,17,PP1D3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,10000,0,17.02,0,22,0,56.72,2,2.5,0,0.11,2
9975,17,PP1D3,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4750000,0,25.52,0,22,0,56.72,2,2.5,0,0.14,2
9976,17,PP1D3,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,750000,0,25.52,0,22,0,56.72,2,2.5,0,0.16,2
9977,17,PP1D3,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2500000,0,25.52,0,22,0,56.72,2,2.5,0,0.17,2
9978,17,PP1D3,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,25.52,0,22,0,56.72,2,2.5,0,0.14,2
9979,17,PP1D3,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3,0,25.52,0,22,0,56.72,2,2.5,0,0.14,2
9980,17,PP1D3,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,100000,0,25.52,0,22,0,56.72,2,2.5,0,0.15,2
9981,17,PP1D3,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2500000,0,17.02,0,22,0,56.72,2,2.5,0,0.13,2
9982,17,PP1D3,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3500000,0,17.02,0,22,0,56.72,2,2.5,0,0.13,2
9983,17,PP1D3,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1000000,0,25.52,0,22,0,56.72,2,2.5,0,0.16,2
9984,17,PP1S1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,10.17,0,20,1,42.31,2,2.5,0,0.06,2
9985,17,PP1S1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,12.71,0,20,1,42.31,2,2.5,0,0.09,2
9986,17,PP1S1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,15.25,0,20,1,42.31,2,2.5,0,0.12,2
9987,17,PP1S1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,17.8,0,20,1,42.31,2,2.5,0,0.15,2
9988,17,PP1S1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,20.34,0,20,1,42.31,2,2.5,0,0.18,2
9989,17,PP1S1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,22.88,0,20,1,42.31,2,2.5,0,0.21,2
9990,17,PP1S1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,26.7,0,20,1,42.31,2,2.5,0,0.26,2
9991,17,PP1S1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,27.56,0,20,1,42.31,2,2.5,0,0.48,2
9992,17,PP1S1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,28.84,0,20,1,42.31,2,2.5,0,0.66,2
9993,17,PP1S1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,30.26,0,20,1,42.31,2,2.5,0,0.86,2
9994,17,PP1S1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,31.06,0,20,1,42.31,2,2.5,0,0.96,2
9995,17,PP1S1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,31.89,0,20,1,42.31,2,2.5,0,1.14,2
9996,17,PP1S1,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,7.63,0,20,1,42.31,2,2.5,0,0.04,2
9997,17,PP1S2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,10.17,0,20,1,41.28,2,2.5,0,0.07,2
9998,17,PP1S2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,12.71,0,20,1,41.28,2,2.5,0,0.1,2
9999,17,PP1S2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,15.25,0,20,1,41.28,2,2.5,0,0.12,2
10000,17,PP1S2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,17.8,0,20,1,41.28,2,2.5,0,0.15,2
10001,17,PP1S2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,20.34,0,20,1,41.28,2,2.5,0,0.17,2
10002,17,PP1S2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,22.88,0,20,1,41.28,2,2.5,0,0.19,2
10003,17,PP1S2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,25.42,0,20,1,41.28,2,2.5,0,0.24,2
10004,17,PP1S2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,26.7,0,20,1,41.28,2,2.5,0,0.28,2
10005,17,PP1S2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,28.84,0,20,1,41.28,2,2.5,0,0.49,2
10006,17,PP1S2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,29.49,0,20,1,41.28,2,2.5,0,0.56,2
10007,17,PP1S2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,30.71,0,20,1,41.28,2,2.5,0,0.67,2
10008,17,PP1S2,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,31.32,0,20,1,41.28,2,2.5,0,0.73,2
10009,17,PP1S2,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[2],[19.05],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,12.71,0,20,1,41.28,2,2.5,0,0.1,2
10010,17,PP1S3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,13.44,0,22,1,55.58,2,2.5,0,0.06,2
10011,17,PP1S3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,15.68,0,22,1,55.58,2,2.5,0,0.08,2
10012,17,PP1S3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,17.92,0,22,1,55.58,2,2.5,0,0.09,2
10013,17,PP1S3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,21.27,0,22,1,55.58,2,2.5,0,0.11,2
10014,17,PP1S3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,25.75,0,22,1,55.58,2,2.5,0,0.14,2
10015,17,PP1S3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,30.24,0,22,1,55.58,2,2.5,0,0.16,2
10016,17,PP1S3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,33.6,0,22,1,55.58,2,2.5,0,0.17,2
10017,17,PP1S3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,35.83,0,22,1,55.58,2,2.5,0,0.18,2
10018,17,PP1S3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,38.07,0,22,1,55.58,2,2.5,0,0.19,2
10019,17,PP1S3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,40.31,0,22,1,55.58,2,2.5,0,0.21,2
10020,17,PP1S3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,42.55,0,22,1,55.58,2,2.5,0,0.44,2
10021,17,PP1S3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,4.6,0,22,1,55.58,2,2.5,0,0.03,2
10022,17,PP2D1,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,5000000,0,9.76,0,15,0,42.57,2,2.5,0,0.17,2
10023,17,PP2D1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,150000,0,6.51,0,15,0,42.57,2,2.5,0,0.15,2
10024,17,PP2D1,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,9.76,0,15,0,42.57,2,2.5,0,0.19,2
10025,17,PP2D1,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1500000,0,6.51,0,15,0,42.57,2,2.5,0,0.16,2
10026,17,PP2D1,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2,0,9.76,0,15,0,42.57,2,2.5,0,0.19,2
10027,17,PP2D1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,50000,0,6.51,0,15,0,42.57,2,2.5,0,0.15,2
10028,17,PP2D1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3,0,6.51,0,15,0,42.57,2,2.5,0,0.14,2
10029,17,PP2D1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,10000,0,6.51,0,15,0,42.57,2,2.5,0,0.15,2
10030,17,PP2D1,39,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4000000,0,16.27,0,15,0,42.57,2,2.5,0,0.11,2
10031,17,PP2D1,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3250000,0,6.51,0,15,0,42.57,2,2.5,0,0.16,2
10032,17,PP2D1,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,10000,0,9.76,0,15,0,42.57,2,2.5,0,0.2,2
10033,17,PP2D1,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3250000,0,9.76,0,15,0,42.57,2,2.5,0,0.21,2
10034,17,PP2D1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1000000,0,9.76,0,15,0,42.57,2,2.5,0,0.21,2
10035,17,PP2D1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,750000,0,9.76,0,15,0,42.57,2,2.5,0,0.21,2
10036,17,PP2D1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1000000,0,9.76,0,15,0,42.57,2,2.5,0,0.21,2
10037,17,PP2D1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,750000,0,9.76,0,15,0,42.57,2,2.5,0,0.21,2
10038,17,PP2D1,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2000000,0,9.76,0,15,0,42.57,2,2.5,0,0.22,2
10039,17,PP2D1,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4000000,0,9.76,0,15,0,42.57,2,2.5,0,0.16,2
10040,17,PP2D1,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3500000,0,6.51,0,15,0,42.57,2,2.5,0,0.16,2
10041,17,PP2D1,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3500000,0,9.76,0,15,0,42.57,2,2.5,0,0.21,2
10042,17,PP2D1,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2500000,0,9.76,0,15,0,42.57,2,2.5,0,0.22,2
10043,17,PP2D1,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,150000,0,9.76,0,15,0,42.57,2,2.5,0,0.21,2
10044,17,PP2D1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1930000,0,6.51,0,15,0,42.57,2,2.5,0,0.13,2
10045,17,PP2D1,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2500,0,9.76,0,15,0,42.57,2,2.5,0,0.19,2
10046,17,PP2D1,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,50000,0,9.76,0,15,0,42.57,2,2.5,0,0.21,2
10047,17,PP2D1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,350000,0,6.51,0,15,0,42.57,2,2.5,0,0.15,2
10048,17,PP2D1,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2000000,0,6.51,0,15,0,42.57,2,2.5,0,0.16,2
10049,17,PP2D1,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2850000,0,6.51,0,15,0,42.57,2,2.5,0,0.16,2
10050,17,PP2D1,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4500000,0,9.76,0,15,0,42.57,2,2.5,0,0.17,2
10051,17,PP2D1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,6.51,0,15,0,42.57,2,2.5,0,0.13,2
10052,17,PP2D1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1000000,0,6.51,0,15,0,42.57,2,2.5,0,0.16,2
10053,17,PP2D1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2,0,6.51,0,15,0,42.57,2,2.5,0,0.14,2
10054,17,PP2D1,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,350000,0,9.76,0,15,0,42.57,2,2.5,0,0.21,2
10055,17,PP2D1,40,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,4500000,0,16.27,0,15,0,42.57,2,2.5,0,0.16,2
10056,17,PP2D1,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,500000,0,9.76,0,15,0,42.57,2,2.5,0,0.2,2
10057,17,PP2D1,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2850000,0,9.76,0,15,0,42.57,2,2.5,0,0.22,2
10058,17,PP2D1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2500,0,6.51,0,15,0,42.57,2,2.5,0,0.14,2
10059,17,PP2D1,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,3,0,9.76,0,15,0,42.57,2,2.5,0,0.2,2
10060,17,PP2D1,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,2500000,0,6.51,0,15,0,42.57,2,2.5,0,0.16,2
10061,17,PP2D1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,500000,0,6.51,0,15,0,42.57,2,2.5,0,0.15,2
10062,17,PP2D1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,750000,0,6.51,0,15,0,42.57,2,2.5,0,0.15,2
10063,17,PP2D1,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1500000,0,9.76,0,15,0,42.57,2,2.5,0,0.21,2
10064,17,PP2D2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,9.15,0,30,0,60.5,2,2.5,0,0.15,2
10065,17,PP2D2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2,0,9.15,0,30,0,60.5,2,2.5,0,0.15,2
10066,17,PP2D2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3,0,9.15,0,30,0,60.5,2,2.5,0,0.16,2
10067,17,PP2D2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2500,0,9.15,0,30,0,60.5,2,2.5,0,0.16,2
10068,17,PP2D2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000,0,9.15,0,30,0,60.5,2,2.5,0,0.17,2
10069,17,PP2D2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,10000,0,9.15,0,30,0,60.5,2,2.5,0,0.17,2
10070,17,PP2D2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,50000,0,9.15,0,30,0,60.5,2,2.5,0,0.17,2
10071,17,PP2D2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,100000,0,9.15,0,30,0,60.5,2,2.5,0,0.17,2
10072,17,PP2D2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,200000,0,9.15,0,30,0,60.5,2,2.5,0,0.17,2
10073,17,PP2D2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,500000,0,9.15,0,30,0,60.5,2,2.5,0,0.18,2
10074,17,PP2D2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,750000,0,9.15,0,30,0,60.5,2,2.5,0,0.18,2
10075,17,PP2D2,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1000000,0,9.15,0,30,0,60.5,2,2.5,0,0.18,2
10076,17,PP2D2,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1500000,0,9.15,0,30,0,60.5,2,2.5,0,0.18,2
10077,17,PP2D2,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1750000,0,9.15,0,30,0,60.5,2,2.5,0,0.18,2
10078,17,PP2D2,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2250000,0,9.15,0,30,0,60.5,2,2.5,0,0.18,2
10079,17,PP2D2,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2750000,0,9.15,0,30,0,60.5,2,2.5,0,0.18,2
10080,17,PP2D2,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3000000,0,9.15,0,30,0,60.5,2,2.5,0,0.18,2
10081,17,PP2D2,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3500000,0,9.15,0,30,0,60.5,2,2.5,0,0.18,2
10082,17,PP2D2,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4000000,0,9.15,0,30,0,60.5,2,2.5,0,0.19,2
10083,17,PP2D2,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4500000,0,9.15,0,30,0,60.5,2,2.5,0,0.19,2
10084,17,PP2D2,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000000,0,14.24,0,30,0,60.5,2,2.5,0,0.2,2
10085,17,PP2D2,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,14.24,0,30,0,60.5,2,2.5,0,0.21,2
10086,17,PP2D2,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2,0,14.24,0,30,0,60.5,2,2.5,0,0.21,2
10087,17,PP2D2,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3,0,14.24,0,30,0,60.5,2,2.5,0,0.22,2
10088,17,PP2D2,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2500,0,14.24,0,30,0,60.5,2,2.5,0,0.22,2
10089,17,PP2D2,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000,0,14.24,0,30,0,60.5,2,2.5,0,0.22,2
10090,17,PP2D2,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,10000,0,14.24,0,30,0,60.5,2,2.5,0,0.23,2
10091,17,PP2D2,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,50000,0,14.24,0,30,0,60.5,2,2.5,0,0.23,2
10092,17,PP2D2,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,100000,0,14.24,0,30,0,60.5,2,2.5,0,0.23,2
10093,17,PP2D2,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,200000,0,14.24,0,30,0,60.5,2,2.5,0,0.23,2
10094,17,PP2D2,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,500000,0,14.24,0,30,0,60.5,2,2.5,0,0.24,2
10095,17,PP2D2,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,750000,0,14.24,0,30,0,60.5,2,2.5,0,0.24,2
10096,17,PP2D2,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1000000,0,14.24,0,30,0,60.5,2,2.5,0,0.24,2
10097,17,PP2D2,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1500000,0,14.24,0,30,0,60.5,2,2.5,0,0.24,2
10098,17,PP2D2,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1750000,0,14.24,0,30,0,60.5,2,2.5,0,0.24,2
10099,17,PP2D2,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2250000,0,14.24,0,30,0,60.5,2,2.5,0,0.24,2
10100,17,PP2D2,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2750000,0,14.24,0,30,0,60.5,2,2.5,0,0.24,2
10101,17,PP2D2,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3000000,0,14.24,0,30,0,60.5,2,2.5,0,0.24,2
10102,17,PP2D2,39,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3500000,0,14.24,0,30,0,60.5,2,2.5,0,0.25,2
10103,17,PP2D2,40,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4000000,0,14.24,0,30,0,60.5,2,2.5,0,0.25,2
10104,17,PP2D2,41,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4500000,0,14.24,0,30,0,60.5,2,2.5,0,0.26,2
10105,17,PP2D2,42,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000000,0,12.71,0,30,0,60.5,2,2.5,0,0.05,2
10106,17,PP2D3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,10000,0,16.27,0,25,0,99.06,2,2.5,0,0.19,2
10107,17,PP2D3,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,24.4,0,25,0,99.06,2,2.5,0,0.26,2
10108,17,PP2D3,42,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2500000,0,24.4,0,25,0,99.06,2,2.5,0,0.33,2
10109,17,PP2D3,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,100000,0,24.4,0,25,0,99.06,2,2.5,0,0.28,2
10110,17,PP2D3,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,500000,0,24.4,0,25,0,99.06,2,2.5,0,0.27,2
10111,17,PP2D3,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,50000,0,24.4,0,25,0,99.06,2,2.5,0,0.27,2
10112,17,PP2D3,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1250000,0,24.4,0,25,0,99.06,2,2.5,0,0.28,2
10113,17,PP2D3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2,0,16.27,0,25,0,99.06,2,2.5,0,0.17,2
10114,17,PP2D3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,500000,0,16.27,0,25,0,99.06,2,2.5,0,0.19,2
10115,17,PP2D3,45,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3250000,0,24.4,0,25,0,99.06,2,2.5,0,0.33,2
10116,17,PP2D3,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3750000,0,16.27,0,25,0,99.06,2,2.5,0,0.25,2
10117,17,PP2D3,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2500000,0,16.27,0,25,0,99.06,2,2.5,0,0.24,2
10118,17,PP2D3,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,250000,0,24.4,0,25,0,99.06,2,2.5,0,0.27,2
10119,17,PP2D3,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000,0,24.4,0,25,0,99.06,2,2.5,0,0.27,2
10120,17,PP2D3,41,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2000000,0,24.4,0,25,0,99.06,2,2.5,0,0.28,2
10121,17,PP2D3,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2500,0,24.4,0,25,0,99.06,2,2.5,0,0.27,2
10122,17,PP2D3,46,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3750000,0,24.4,0,25,0,99.06,2,2.5,0,0.33,2
10123,17,PP2D3,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3250000,0,16.27,0,25,0,99.06,2,2.5,0,0.24,2
10124,17,PP2D3,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1000000,0,24.4,0,25,0,99.06,2,2.5,0,0.27,2
10125,17,PP2D3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000000,0,16.27,0,25,0,99.06,2,2.5,0,0.17,2
10126,17,PP2D3,47,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4250000,0,13.22,0,25,0,99.06,2,2.5,0,0.12,2
10127,17,PP2D3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,10000,0,24.4,0,25,0,99.06,2,2.5,0,0.27,2
10128,17,PP2D3,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1500000,0,16.27,0,25,0,99.06,2,2.5,0,0.19,2
10129,17,PP2D3,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1250000,0,16.27,0,25,0,99.06,2,2.5,0,0.19,2
10130,17,PP2D3,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4250000,0,24.4,0,25,0,99.06,2,2.5,0,0.23,2
10131,17,PP2D3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3,0,16.27,0,25,0,99.06,2,2.5,0,0.17,2
10132,17,PP2D3,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3,0,24.4,0,25,0,99.06,2,2.5,0,0.26,2
10133,17,PP2D3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,16.27,0,25,0,99.06,2,2.5,0,0.17,2
10134,17,PP2D3,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,750000,0,24.4,0,25,0,99.06,2,2.5,0,0.27,2
10135,17,PP2D3,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2000000,0,16.27,0,25,0,99.06,2,2.5,0,0.19,2
10136,17,PP2D3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,250000,0,16.27,0,25,0,99.06,2,2.5,0,0.19,2
10137,17,PP2D3,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000000,0,24.4,0,25,0,99.06,2,2.5,0,0.24,2
10138,17,PP2D3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,50000,0,16.27,0,25,0,99.06,2,2.5,0,0.19,2
10139,17,PP2D3,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3000000,0,16.27,0,25,0,99.06,2,2.5,0,0.24,2
10140,17,PP2D3,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2,0,24.4,0,25,0,99.06,2,2.5,0,0.26,2
10141,17,PP2D3,44,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,3000000,0,24.4,0,25,0,99.06,2,2.5,0,0.33,2
10142,17,PP2D3,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1000000,0,16.27,0,25,0,99.06,2,2.5,0,0.19,2
10143,17,PP2D3,48,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4750000,0,13.22,0,25,0,99.06,2,2.5,0,0.15,2
10144,17,PP2D3,39,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1500000,0,24.4,0,25,0,99.06,2,2.5,0,0.28,2
10145,17,PP2D3,40,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1750000,0,24.4,0,25,0,99.06,2,2.5,0,0.28,2
10146,17,PP2D3,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,4750000,0,24.4,0,25,0,99.06,2,2.5,0,0.24,2
10147,17,PP2D3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,5000,0,16.27,0,25,0,99.06,2,2.5,0,0.18,2
10148,17,PP2D3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,100000,0,16.27,0,25,0,99.06,2,2.5,0,0.19,2
10149,17,PP2D3,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2750000,0,16.27,0,25,0,99.06,2,2.5,0,0.24,2
10150,17,PP2D3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2500,0,16.27,0,25,0,99.06,2,2.5,0,0.18,2
10151,17,PP2D3,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1750000,0,16.27,0,25,0,99.06,2,2.5,0,0.2,2
10152,17,PP2D3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,750000,0,16.27,0,25,0,99.06,2,2.5,0,0.19,2
10153,17,PP2D3,43,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,2750000,0,24.4,0,25,0,99.06,2,2.5,0,0.33,2
10154,17,PP2S1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,6.61,0,15,1,42.57,2,2.5,0,0.05,2
10155,17,PP2S1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,7.12,0,15,1,42.57,2,2.5,0,0.07,2
10156,17,PP2S1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,8.13,0,15,1,42.57,2,2.5,0,0.12,2
10157,17,PP2S1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,9.15,0,15,1,42.57,2,2.5,0,0.16,2
10158,17,PP2S1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,10.17,0,15,1,42.57,2,2.5,0,0.2,2
10159,17,PP2S1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,11.19,0,15,1,42.57,2,2.5,0,0.24,2
10160,17,PP2S1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,12.71,0,15,1,42.57,2,2.5,0,0.35,2
10161,17,PP2S1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,13.22,0,15,1,42.57,2,2.5,0,0.66,2
10162,17,PP2S1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,14.24,0,15,1,42.57,2,2.5,0,1.05,2
10163,17,PP2S1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[2],[22.2],[0],[0],0,0,1S7,1,1724,0,193053,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0,1,0,16.07,0,15,1,42.57,2,2.5,0,1.8,2
10164,17,PP2S2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,8.91,0,30,1,63.14,2,2.5,0,0.05,2
10165,17,PP2S2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,10.17,0,30,1,63.14,2,2.5,0,0.08,2
10166,17,PP2S2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,12.71,0,30,1,63.14,2,2.5,0,0.15,2
10167,17,PP2S2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,15.25,0,30,1,63.14,2,2.5,0,0.22,2
10168,17,PP2S2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,17.8,0,30,1,63.14,2,2.5,0,0.35,2
10169,17,PP2S2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,19.08,0,30,1,63.14,2,2.5,0,0.59,2
10170,17,PP2S2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,20.5,0,30,1,63.14,2,2.5,0,0.78,2
10171,17,PP2S2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,22.03,0,30,1,63.14,2,2.5,0,1,2
10172,17,PP2S2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,22.84,0,30,1,63.14,2,2.5,0,1.15,2
10173,17,PP2S2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,23.55,0,30,1,63.14,2,2.5,0,1.42,2
10174,17,PP2S2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[6.4],[203.2],[3],[22.2],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,9.15,0,30,1,63.14,2,2.5,0,0.08,2
10175,17,PP2S3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,15.25,0,25,1,100.58,2,2.5,0,0.08,2
10176,17,PP2S3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,17.8,0,25,1,100.58,2,2.5,0,0.13,2
10177,17,PP2S3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,20.34,0,25,1,100.58,2,2.5,0,0.16,2
10178,17,PP2S3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,25.42,0,25,1,100.58,2,2.5,0,0.22,2
10179,17,PP2S3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,27.96,0,25,1,100.58,2,2.5,0,0.25,2
10180,17,PP2S3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,30.51,0,25,1,100.58,2,2.5,0,0.29,2
10181,17,PP2S3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,33.05,0,25,1,100.58,2,2.5,0,0.36,2
10182,17,PP2S3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,34.33,0,25,1,100.58,2,2.5,0,0.47,2
10183,17,PP2S3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[2],[20.64],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,8.91,0,25,1,100.58,2,2.5,0,0.04,2
10184,17,PS1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,9.15,0,28,1,63.9,2,2.5,0,0.1,2
10185,17,PS1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,9.66,0,28,1,63.9,2,2.5,0,0.14,2
10186,17,PS1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,10.17,0,28,1,63.9,2,2.5,0,0.26,2
10187,17,PS1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,11.19,0,28,1,63.9,2,2.5,0,0.46,2
10188,17,PS1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,12.2,0,28,1,63.9,2,2.5,0,0.68,2
10189,17,PS1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,13.22,0,28,1,63.9,2,2.5,0,0.89,2
10190,17,PS1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,14.24,0,28,1,63.9,2,2.5,0,1.08,2
10191,17,PS1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,15.05,0,28,1,63.9,2,2.5,0,1.28,2
10192,17,PS1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,16.11,0,28,1,63.9,2,2.5,0,1.92,2
10193,17,PS1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,16.64,0,28,1,63.9,2,2.5,0,2.36,2
10194,17,PS1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0,1,0,12.32,0,28,1,63.9,2,2.5,0,0.05,2
10195,17,PS2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,13.44,0,30,1,103.6,2,2.5,0,0.09,2
10196,17,PS2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,14.56,0,30,1,103.6,2,2.5,0,0.14,2
10197,17,PS2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,15.68,0,30,1,103.6,2,2.5,0,0.22,2
10198,17,PS2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,17.92,0,30,1,103.6,2,2.5,0,0.47,2
10199,17,PS2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,19.04,0,30,1,103.6,2,2.5,0,0.59,2
10200,17,PS2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,21.27,0,30,1,103.6,2,2.5,0,0.91,2
10201,17,PS2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,22.39,0,30,1,103.6,2,2.5,0,1.07,2
10202,17,PS2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,23.73,0,30,1,103.6,2,2.5,0,1.28,2
10203,17,PS2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,25.75,0,30,1,103.6,2,2.5,0,1.64,2
10204,17,PS2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0,1,0,17.8,0,30,1,103.6,2,2.5,0,0.04,2
10205,17,PS3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,36.97,0,26,1,154.27,2,2.5,0,1.12,2
10206,17,PS3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,25.42,0,26,1,154.27,2,2.5,0,0.36,2
10207,17,PS3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,20.34,0,26,1,154.27,2,2.5,0,0.11,2
10208,17,PS3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,33.05,0,26,1,154.27,2,2.5,0,0.83,2
10209,17,PS3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,34.06,0,26,1,154.27,2,2.5,0,0.9,2
10210,17,PS3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,27.96,0,26,1,154.27,2,2.5,0,0.51,2
10211,17,PS3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,30.51,0,26,1,154.27,2,2.5,0,0.67,2
10212,17,PS3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,19.08,0,26,1,154.27,2,2.5,0,0.07,2
10213,17,PS3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,22.88,0,26,1,154.27,2,2.5,0,0.22,2
10214,17,PS3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,21.62,0,26,1,154.27,2,2.5,0,0.17,2
10215,17,PS3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,32.3,0,26,1,154.27,2,2.5,0,0.78,2
10216,17,PS3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,1S7,1,1862,0,197190,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0,1,0,6.71,0,26,1,154.27,2,2.5,0,0.03,2
10217,17,RD1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,8.95,0,31,0,0,0,2.5,0,0.12,2
10218,17,RD1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,500000,0,8.95,0,31,0,0,0,2.5,0,0.14,2
10219,17,RD1,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,50000,0,13.83,0,31,0,0,0,2.5,0,0.17,2
10220,17,RD1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,200000,0,8.95,0,31,0,0,0,2.5,0,0.12,2
10221,17,RD1,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,10000,0,13.83,0,31,0,0,0,2.5,0,0.18,2
10222,17,RD1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,5000000,0,8.95,0,31,0,0,0,2.5,0,0.13,2
10223,17,RD1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,750000,0,8.95,0,31,0,0,0,2.5,0,0.13,2
10224,17,RD1,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,200000,0,13.83,0,31,0,0,0,2.5,0,0.17,2
10225,17,RD1,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,150000,0,13.83,0,31,0,0,0,2.5,0,0.17,2
10226,17,RD1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2000000,0,20.34,0,31,0,0,0,2.5,0,0.1,2
10227,17,RD1,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,25000,0,13.83,0,31,0,0,0,2.5,0,0.17,2
10228,17,RD1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,150000,0,8.95,0,31,0,0,0,2.5,0,0.12,2
10229,17,RD1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,50000,0,8.95,0,31,0,0,0,2.5,0,0.12,2
10230,17,RD1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,100000,0,8.95,0,31,0,0,0,2.5,0,0.12,2
10231,17,RD1,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,13.83,0,31,0,0,0,2.5,0,0.18,2
10232,17,RD1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,25000,0,8.95,0,31,0,0,0,2.5,0,0.12,2
10233,17,RD1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,10000,0,8.95,0,31,0,0,0,2.5,0,0.13,2
10234,17,RD1,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,100000,0,13.83,0,31,0,0,0,2.5,0,0.17,2
10235,17,RD1,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2500000,0,13.83,0,31,0,0,0,2.5,0,0.19,2
10236,17,RD1,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3000000,0,13.83,0,31,0,0,0,2.5,0,0.18,2
10237,17,RD1,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2,0,13.83,0,31,0,0,0,2.5,0,0.18,2
10238,17,RD1,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1750000,0,8.95,0,31,0,0,0,2.5,0,0.15,2
10239,17,RD1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1000000,0,8.95,0,31,0,0,0,2.5,0,0.14,2
10240,17,RD1,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1000000,0,13.83,0,31,0,0,0,2.5,0,0.18,2
10241,17,RD1,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,500000,0,13.83,0,31,0,0,0,2.5,0,0.18,2
10242,17,RD1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2,0,8.95,0,31,0,0,0,2.5,0,0.13,2
10243,17,RD1,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1750000,0,13.83,0,31,0,0,0,2.5,0,0.18,2
10244,17,RD1,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1500000,0,8.95,0,31,0,0,0,2.5,0,0.14,2
10245,17,RD1,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1500000,0,13.83,0,31,0,0,0,2.5,0,0.17,2
10246,17,RD1,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2000000,0,13.83,0,31,0,0,0,2.5,0,0.19,2
10247,17,RD1,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2500000,0,20.34,0,31,0,0,0,2.5,0,0.11,2
10248,17,RD1,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,750000,0,13.83,0,31,0,0,0,2.5,0,0.17,2
10249,17,RD2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,14.79,0,26,0,0,0,2.5,0,0.11,2
10250,17,RD2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2,0,14.79,0,26,0,0,0,2.5,0,0.11,2
10251,17,RD2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3,0,14.79,0,26,0,0,0,2.5,0,0.11,2
10252,17,RD2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,10000,0,14.79,0,26,0,0,0,2.5,0,0.11,2
10253,17,RD2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,25000,0,14.79,0,26,0,0,0,2.5,0,0.11,2
10254,17,RD2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,50000,0,14.79,0,26,0,0,0,2.5,0,0.11,2
10255,17,RD2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,100000,0,14.79,0,26,0,0,0,2.5,0,0.11,2
10256,17,RD2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,200000,0,14.79,0,26,0,0,0,2.5,0,0.1,2
10257,17,RD2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,500000,0,14.79,0,26,0,0,0,2.5,0,0.11,2
10258,17,RD2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,750000,0,14.79,0,26,0,0,0,2.5,0,0.11,2
10259,17,RD2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1000000,0,14.79,0,26,0,0,0,2.5,0,0.1,2
10260,17,RD2,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1600000,0,14.79,0,26,0,0,0,2.5,0,0.12,2
10261,17,RD2,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2000000,0,14.79,0,26,0,0,0,2.5,0,0.11,2
10262,17,RD2,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2300000,0,14.79,0,26,0,0,0,2.5,0,0.12,2
10263,17,RD2,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2500000,0,14.79,0,26,0,0,0,2.5,0,0.11,2
10264,17,RD2,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3000000,0,14.79,0,26,0,0,0,2.5,0,0.12,2
10265,17,RD2,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3500000,0,14.79,0,26,0,0,0,2.5,0,0.12,2
10266,17,RD2,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,4000000,0,14.79,0,26,0,0,0,2.5,0,0.12,2
10267,17,RD2,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,4500000,0,14.79,0,26,0,0,0,2.5,0,0.12,2
10268,17,RD2,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,5000000,0,21.96,0,26,0,0,0,2.5,0,0.14,2
10269,17,RD2,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,21.96,0,26,0,0,0,2.5,0,0.14,2
10270,17,RD2,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2,0,21.96,0,26,0,0,0,2.5,0,0.14,2
10271,17,RD2,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3,0,21.96,0,26,0,0,0,2.5,0,0.14,2
10272,17,RD2,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,10000,0,21.96,0,26,0,0,0,2.5,0,0.14,2
10273,17,RD2,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,25000,0,21.96,0,26,0,0,0,2.5,0,0.14,2
10274,17,RD2,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,50000,0,21.96,0,26,0,0,0,2.5,0,0.14,2
10275,17,RD2,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,100000,0,21.96,0,26,0,0,0,2.5,0,0.14,2
10276,17,RD2,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,200000,0,21.96,0,26,0,0,0,2.5,0,0.13,2
10277,17,RD2,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,500000,0,21.96,0,26,0,0,0,2.5,0,0.14,2
10278,17,RD2,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,750000,0,21.96,0,26,0,0,0,2.5,0,0.14,2
10279,17,RD2,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1000000,0,21.96,0,26,0,0,0,2.5,0,0.14,2
10280,17,RD2,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1600000,0,21.96,0,26,0,0,0,2.5,0,0.15,2
10281,17,RD2,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2000000,0,21.96,0,26,0,0,0,2.5,0,0.15,2
10282,17,RD2,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2300000,0,21.96,0,26,0,0,0,2.5,0,0.15,2
10283,17,RD2,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2500000,0,21.96,0,26,0,0,0,2.5,0,0.15,2
10284,17,RD2,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3000000,0,21.96,0,26,0,0,0,2.5,0,0.15,2
10285,17,RD2,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3500000,0,21.96,0,26,0,0,0,2.5,0,0.15,2
10286,17,RD2,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,4000000,0,21.96,0,26,0,0,0,2.5,0,0.15,2
10287,17,RD2,39,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,4500000,0,21.96,0,26,0,0,0,2.5,0,0.15,2
10288,17,RD2,40,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,5000000,0,10.31,0,26,0,0,0,2.5,0,0.04,2
10289,17,RD3,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3000000,0,30.51,0,81,0,0,0,2.5,0,0.14,2
10290,17,RD3,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1500000,0,30.51,0,81,0,0,0,2.5,0,0.13,2
10291,17,RD3,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,100000,0,30.51,0,81,0,0,0,2.5,0,0.13,2
10292,17,RD3,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,250000,0,30.51,0,81,0,0,0,2.5,0,0.13,2
10293,17,RD3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3,0,20.34,0,81,0,0,0,2.5,0,0.12,2
10294,17,RD3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,10000,0,20.34,0,81,0,0,0,2.5,0,0.12,2
10295,17,RD3,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,30.51,0,81,0,0,0,2.5,0,0.14,2
10296,17,RD3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,250000,0,20.34,0,81,0,0,0,2.5,0,0.09,2
10297,17,RD3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,750000,0,20.34,0,81,0,0,0,2.5,0,0.09,2
10298,17,RD3,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1500000,0,20.34,0,81,0,0,0,2.5,0,0.09,2
10299,17,RD3,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3750000,0,20.34,0,81,0,0,0,2.5,0,0.09,2
10300,17,RD3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2500,0,20.34,0,81,0,0,0,2.5,0,0.12,2
10301,17,RD3,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,50000,0,30.51,0,81,0,0,0,2.5,0,0.14,2
10302,17,RD3,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,4250000,0,30.51,0,81,0,0,0,2.5,0,0.14,2
10303,17,RD3,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2000000,0,30.51,0,81,0,0,0,2.5,0,0.13,2
10304,17,RD3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3000000,0,20.34,0,81,0,0,0,2.5,0,0.11,2
10305,17,RD3,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,10000,0,30.51,0,81,0,0,0,2.5,0,0.15,2
10306,17,RD3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,20.34,0,81,0,0,0,2.5,0,0.11,2
10307,17,RD3,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,4500000,0,30.51,0,81,0,0,0,2.5,0,0.14,2
10308,17,RD3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,750000,0,30.51,0,81,0,0,0,2.5,0,0.12,2
10309,17,RD3,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2,0,30.51,0,81,0,0,0,2.5,0,0.14,2
10310,17,RD3,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2500000,0,30.51,0,81,0,0,0,2.5,0,0.13,2
10311,17,RD3,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3000000,0,20.34,0,81,0,0,0,2.5,0,0.1,2
10312,17,RD3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2,0,20.34,0,81,0,0,0,2.5,0,0.11,2
10313,17,RD3,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3,0,30.51,0,81,0,0,0,2.5,0,0.15,2
10314,17,RD3,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2500,0,30.51,0,81,0,0,0,2.5,0,0.15,2
10315,17,RD3,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,600000,0,30.51,0,81,0,0,0,2.5,0,0.13,2
10316,17,RD3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1250000,0,20.34,0,81,0,0,0,2.5,0,0.09,2
10317,17,RD3,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3500000,0,30.51,0,81,0,0,0,2.5,0,0.14,2
10318,17,RD3,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3500000,0,20.34,0,81,0,0,0,2.5,0,0.1,2
10319,17,RD3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,50000,0,20.34,0,81,0,0,0,2.5,0,0.1,2
10320,17,RD3,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1250000,0,30.51,0,81,0,0,0,2.5,0,0.13,2
10321,17,RD3,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,3750000,0,30.51,0,81,0,0,0,2.5,0,0.12,2
10322,17,RD3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,600000,0,20.34,0,81,0,0,0,2.5,0,0.1,2
10323,17,RD3,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2500000,0,20.34,0,81,0,0,0,2.5,0,0.1,2
10324,17,RD3,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,5000000,0,30.51,0,81,0,0,0,2.5,0,0.14,2
10325,17,RD3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,100000,0,20.34,0,81,0,0,0,2.5,0,0.1,2
10326,17,RD3,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,2000000,0,20.34,0,81,0,0,0,2.5,0,0.1,2
10327,17,RS1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,5.43,0,19,1,0,0,2.5,0,0.04,2
10328,17,RS1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,6.49,0,19,1,0,0,2.5,0,0.04,2
10329,17,RS1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,7.24,0,19,1,0,0,2.5,0,0.05,2
10330,17,RS1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.05,0,19,1,0,0,2.5,0,0.07,2
10331,17,RS1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,10.84,0,19,1,0,0,2.5,0,0.08,2
10332,17,RS1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.2,0,19,1,0,0,2.5,0,0.1,2
10333,17,RS1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,13.44,0,19,1,0,0,2.5,0,0.11,2
10334,17,RS1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,14.34,0,19,1,0,0,2.5,0,0.13,2
10335,17,RS1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.13,0,19,1,0,0,2.5,0,0.15,2
10336,17,RS1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,17.21,0,19,1,0,0,2.5,0,0.15,2
10337,17,RS1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,17.92,0,19,1,0,0,2.5,0,0.17,2
10338,17,RS1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[9.525],[203.2],[3],[20.64],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,7.38,0,19,1,0,0,2.5,0,0.03,2
10339,17,RS2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.54,0,12,1,0,0,2.5,0,0.05,2
10340,17,RS2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,11.47,0,12,1,0,0,2.5,0,0.07,2
10341,17,RS2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,13.63,0,12,1,0,0,2.5,0,0.08,2
10342,17,RS2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.27,0,12,1,0,0,2.5,0,0.1,2
10343,17,RS2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,21.05,0,12,1,0,0,2.5,0,0.13,2
10344,17,RS2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.92,0,12,1,0,0,2.5,0,0.15,2
10345,17,RS2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,26.97,0,12,1,0,0,2.5,0,0.17,2
10346,17,RS2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,29.83,0,12,1,0,0,2.5,0,0.18,2
10347,17,RS2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,31.54,0,12,1,0,0,2.5,0,0.2,2
10348,17,RS2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,32.89,0,12,1,0,0,2.5,0,0.21,2
10349,17,RS2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,33.33,0,12,1,0,0,2.5,0,0.33,2
10350,17,RS2,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[12.7],[203.2],[3],[19.05],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,14.79,0,12,1,0,0,2.5,0,0.09,2
10351,17,RS3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,12,0,13,1,0,0,2.5,0,0.05,2
10352,17,RS3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,15.31,0,13,1,0,0,2.5,0,0.07,2
10353,17,RS3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,20.78,0,13,1,0,0,2.5,0,0.1,2
10354,17,RS3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,23.47,0,13,1,0,0,2.5,0,0.11,2
10355,17,RS3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,26.89,0,13,1,0,0,2.5,0,0.13,2
10356,17,RS3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,32.44,0,13,1,0,0,2.5,0,0.15,2
10357,17,RS3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,35.83,0,13,1,0,0,2.5,0,0.17,2
10358,17,RS3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,40.31,0,13,1,0,0,2.5,0,0.19,2
10359,17,RS3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,44.8,0,13,1,0,0,2.5,0,0.21,2
10360,17,RS3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,47.3,0,13,1,0,0,2.5,0,0.34,2
10361,17,RS3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,48.81,0,13,1,0,0,2.5,0,0.62,2
10362,17,RS3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000,2,0,[15.875],[203.2],[3],[17.46],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,3,0,2,2,1,0,1,0,8.13,0,13,1,0,0,2.5,0,0.04,2
10363,18,B11,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,33,36,1,0,0,0,0,1,1
10364,18,B11,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,306.3,36,1,0,0,0,0,1,1
10365,18,B11,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,565.8,36,1,0,0,0,0,1,1
10366,18,B11,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,540.8,36,1,0,0,0,0,1,1
10367,18,B11,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,606.8,36,1,0,0,0,0,2,1
10368,18,B11,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,430.4,36,1,0,0,0,0,2,1
10369,18,B11,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,536.2,36,1,0,0,0,0,2,1
10370,18,B11,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,511.2,36,1,0,0,0,0,2,1
10371,18,B11,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,617.1,36,1,0,0,0,0,2,1
10372,18,B11,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,590.9,36,1,0,0,0,0,2,1
10373,18,B11,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,628.5,36,1,0,0,0,0,2,1
10374,18,B11,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,382.5,36,1,0,0,0,0,3,1
10375,18,B11,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,619.4,36,1,0,0,0,0,3,1
10376,18,B11,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,33,36,1,0,0,0,0,0.121,4
10377,18,B11,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,306.3,36,1,0,0,0,0,0.231,4
10378,18,B11,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,565.8,36,1,0,0,0,0,0.451,4
10379,18,B11,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,540.8,36,1,0,0,0,0,0.452,4
10380,18,B11,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,606.8,36,1,0,0,0,0,0.537,4
10381,18,B11,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,430.4,36,1,0,0,0,0,0.44,4
10382,18,B11,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,536.2,36,1,0,0,0,0,0.469,4
10383,18,B11,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,511.2,36,1,0,0,0,0,0.469,4
10384,18,B11,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,617.1,36,1,0,0,0,0,0.54,4
10385,18,B11,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,590.9,36,1,0,0,0,0,0.54,4
10386,18,B11,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,628.5,36,1,0,0,0,0,0.567,4
10387,18,B11,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,382.5,36,1,0,0,0,0,0.45,4
10388,18,B11,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,619.4,36,1,0,0,0,0,0.568,4
10389,18,B11,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,619.4,36,1,0,0,0,0,365,5
10390,18,B13,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,301.7,36,1,0,0,0,0,1,1
10391,18,B13,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,347.2,36,1,0,0,0,0,1,1
10392,18,B13,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,288,36,1,0,0,0,0,2,1
10393,18,B13,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,342.7,36,1,0,0,0,0,2,1
10394,18,B13,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,325.6,36,1,0,0,0,0,2,1
10395,18,B13,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,367.7,36,1,0,0,0,0,2,1
10396,18,B13,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,398.5,36,1,0,0,0,0,3,1
10397,18,B13,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,242.5,36,1,0,0,0,0,3,1
10398,18,B13,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,384.8,36,1,0,0,0,0,4,1
10399,18,B13,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,305.1,36,1,0,0,0,0,4,1
10400,18,B13,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,397.3,36,1,0,0,0,0,5,1
10401,18,B13,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,299.4,36,1,0,0,0,0,5,1
10402,18,B13,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,398.5,36,1,0,0,0,0,6,1
10403,18,B13,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,375.7,36,1,0,0,0,0,6,1
10404,18,B13,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,431.5,36,1,0,0,0,0,6,1
10405,18,B13,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,523.7,36,1,0,0,0,0,7,1
10406,18,B13,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,505.5,36,1,0,0,0,0,7,1
10407,18,B13,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,301.7,36,1,0,0,0,0,0.079,4
10408,18,B13,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,347.2,36,1,0,0,0,0,0.175,4
10409,18,B13,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,288,36,1,0,0,0,0,0.13,4
10410,18,B13,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,342.7,36,1,0,0,0,0,0.18,4
10411,18,B13,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,325.6,36,1,0,0,0,0,0.18,4
10412,18,B13,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,367.7,36,1,0,0,0,0,0.227,4
10413,18,B13,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,398.5,36,1,0,0,0,0,0.26,4
10414,18,B13,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,242.5,36,1,0,0,0,0,0.184,4
10415,18,B13,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,384.8,36,1,0,0,0,0,0.333,4
10416,18,B13,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,305.1,36,1,0,0,0,0,0.27,4
10417,18,B13,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,397.3,36,1,0,0,0,0,0.319,4
10418,18,B13,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,299.4,36,1,0,0,0,0,0.281,4
10419,18,B13,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,398.5,36,1,0,0,0,0,0.328,4
10420,18,B13,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,375.7,36,1,0,0,0,0,0.305,4
10421,18,B13,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,431.5,36,1,0,0,0,0,0.342,4
10422,18,B13,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,523.7,36,1,0,0,0,0,0.457,4
10423,18,B13,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,505.5,36,1,0,0,0,0,0.443,4
10424,18,B13,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10]","[35,225,415]","[2,2,2]","[31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,505.5,36,1,0,0,0,0,150,5
10425,18,B14,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,185.7,36,1,0,0,0,0,1,1
10426,18,B14,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,162.8,36,1,0,0,0,0,2,1
10427,18,B14,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,222.8,36,1,0,0,0,0,2,1
10428,18,B14,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,261.9,36,1,0,0,0,0,3,1
10429,18,B14,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,304.9,36,1,0,0,0,0,3,1
10430,18,B14,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,304,36,1,0,0,0,0,4,1
10431,18,B14,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,394,36,1,0,0,0,0,5,1
10432,18,B14,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,185.7,36,1,0,0,0,0,0.063,4
10433,18,B14,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,162.8,36,1,0,0,0,0,0.152,4
10434,18,B14,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,222.8,36,1,0,0,0,0,0.203,4
10435,18,B14,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,261.9,36,1,0,0,0,0,0.232,4
10436,18,B14,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,304.9,36,1,0,0,0,0,0.259,4
10437,18,B14,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,304,36,1,0,0,0,0,0.27,4
10438,18,B14,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,394,36,1,0,0,0,0,0.288,4
10439,18,B14,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,394,36,1,0,0,0,0,154,5
10440,18,B17,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,3.3,36,1,0,0,0,0,1,1
10441,18,B17,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,238.2,36,1,0,0,0,0,1,1
10442,18,B17,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,423.5,36,1,0,0,0,0,1,1
10443,18,B17,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,473.1,36,1,0,0,0,0,1,1
10444,18,B17,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,349.3,36,1,0,0,0,0,2,1
10445,18,B17,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,416.1,36,1,0,0,0,0,2,1
10446,18,B17,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,505.6,36,1,0,0,0,0,2,1
10447,18,B17,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,472.4,36,1,0,0,0,0,2,1
10448,18,B17,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,418.6,36,1,0,0,0,0,3,1
10449,18,B17,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,465,36,1,0,0,0,0,3,1
10450,18,B17,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,543.8,36,1,0,0,0,0,3,1
10451,18,B17,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,3.3,36,1,0,0,0,0,0.121,4
10452,18,B17,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,238.2,36,1,0,0,0,0,0.2,4
10453,18,B17,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,423.5,36,1,0,0,0,0,0.349,4
10454,18,B17,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,473.1,36,1,0,0,0,0,0.438,4
10455,18,B17,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,349.3,36,1,0,0,0,0,0.38,4
10456,18,B17,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,416.1,36,1,0,0,0,0,0.42,4
10457,18,B17,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,505.6,36,1,0,0,0,0,0.48,4
10458,18,B17,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,472.4,36,1,0,0,0,0,0.489,4
10459,18,B17,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,418.6,36,1,0,0,0,0,0.462,4
10460,18,B17,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,465,36,1,0,0,0,0,0.471,4
10461,18,B17,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,543.8,36,1,0,0,0,0,0.521,4
10462,18,B17,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,31]","[0,65]","[0,20]",2,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,543.8,36,1,0,0,0,0,234,5
10463,18,B21,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,324.9,33,1,0,0,0,0,1,1
10464,18,B21,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,666.8,33,1,0,0,0,0,1,1
10465,18,B21,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,557.7,33,1,0,0,0,0,2,1
10466,18,B21,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,654.2,33,1,0,0,0,0,2,1
10467,18,B21,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,606.5,33,1,0,0,0,0,2,1
10468,18,B21,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,620.9,33,1,0,0,0,0,2,1
10469,18,B21,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,608.4,33,1,0,0,0,0,3,1
10470,18,B21,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,634.1,33,1,0,0,0,0,3,1
10471,18,B21,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,614.8,33,1,0,0,0,0,3,1
10472,18,B21,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,639.6,33,1,0,0,0,0,3,1
10473,18,B21,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,607.7,33,1,0,0,0,0,3,1
10474,18,B21,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,324.9,33,1,0,0,0,0,0.088,4
10475,18,B21,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,666.8,33,1,0,0,0,0,0.258,4
10476,18,B21,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,557.7,33,1,0,0,0,0,0.258,4
10477,18,B21,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,654.2,33,1,0,0,0,0,0.278,4
10478,18,B21,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,606.5,33,1,0,0,0,0,0.278,4
10479,18,B21,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,620.9,33,1,0,0,0,0,0.238,4
10480,18,B21,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,608.4,33,1,0,0,0,0,0.238,4
10481,18,B21,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,634.1,33,1,0,0,0,0,0.228,4
10482,18,B21,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,614.8,33,1,0,0,0,0,0.228,4
10483,18,B21,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,639.6,33,1,0,0,0,0,0.228,4
10484,18,B21,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8]","[65,225,385]","[2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,607.7,33,1,0,0,0,0,0.228,4
10485,18,B22,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,340,33,1,0,0,0,0,1,1
10486,18,B22,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,345.4,33,1,0,0,0,0,2,1
10487,18,B22,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,229.2,33,1,0,0,0,0,3,1
10488,18,B22,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,493.6,33,1,0,0,0,0,4,1
10489,18,B22,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,450,33,1,0,0,0,0,4,1
10490,18,B22,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,355.2,33,1,0,0,0,0,4,1
10491,18,B22,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,538.6,33,1,0,0,0,0,4,1
10492,18,B22,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,579.4,33,1,0,0,0,0,4,1
10493,18,B22,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,340,33,1,0,0,0,0,0.09,4
10494,18,B22,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,345.4,33,1,0,0,0,0,0.162,4
10495,18,B22,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,229.2,33,1,0,0,0,0,0.129,4
10496,18,B22,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,493.6,33,1,0,0,0,0,0.21,4
10497,18,B22,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,450,33,1,0,0,0,0,0.39,4
10498,18,B22,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,355.2,33,1,0,0,0,0,0.41,4
10499,18,B22,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,538.6,33,1,0,0,0,0,0.509,4
10500,18,B22,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,579.4,33,1,0,0,0,0,0.617,4
10501,18,B22,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,27]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,617,"[8,8,8,8]","[45,165,285,405]","[2,2,2,2]","[30,30,30]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,579.4,33,1,0,0,0,0,555,5
10502,18,B23,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,19.5,33,1,0,0,0,0,1,1
10503,18,B23,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,363.5,33,1,0,0,0,0,1,1
10504,18,B23,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,345,33,1,0,0,0,0,1,1
10505,18,B23,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,396,33,1,0,0,0,0,1,1
10506,18,B23,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,132.4,33,1,0,0,0,0,2,1
10507,18,B23,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,374.3,33,1,0,0,0,0,2,1
10508,18,B23,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,366.7,33,1,0,0,0,0,2,1
10509,18,B23,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,427.5,33,1,0,0,0,0,2,1
10510,18,B23,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,238.7,33,1,0,0,0,0,3,1
10511,18,B23,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,375.4,33,1,0,0,0,0,3,1
10512,18,B23,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,452.4,33,1,0,0,0,0,3,1
10513,18,B23,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,297.3,33,1,0,0,0,0,3,1
10514,18,B23,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,367.8,33,1,0,0,0,0,3,1
10515,18,B23,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,461.1,33,1,0,0,0,0,3,1
10516,18,B23,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,364.6,33,1,0,0,0,0,4,1
10517,18,B23,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,496.9,33,1,0,0,0,0,4,1
10518,18,B23,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,370,33,1,0,0,0,0,5,1
10519,18,B23,18,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,525.1,33,1,0,0,0,0,5,1
10520,18,B23,19,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,442.7,33,1,0,0,0,0,6,1
10521,18,B23,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,19.5,33,1,0,0,0,0,0.095,4
10522,18,B23,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,363.5,33,1,0,0,0,0,0.28,4
10523,18,B23,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,345,33,1,0,0,0,0,0.28,4
10524,18,B23,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,396,33,1,0,0,0,0,0.298,4
10525,18,B23,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,132.4,33,1,0,0,0,0,0.199,4
10526,18,B23,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,374.3,33,1,0,0,0,0,0.318,4
10527,18,B23,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,366.7,33,1,0,0,0,0,0.318,4
10528,18,B23,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,427.5,33,1,0,0,0,0,0.373,4
10529,18,B23,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,238.7,33,1,0,0,0,0,0.297,4
10530,18,B23,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,375.4,33,1,0,0,0,0,0.356,4
10531,18,B23,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,452.4,33,1,0,0,0,0,0.424,4
10532,18,B23,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,297.3,33,1,0,0,0,0,0.339,4
10533,18,B23,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,367.8,33,1,0,0,0,0,0.37,4
10534,18,B23,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,461.1,33,1,0,0,0,0,0.444,4
10535,18,B23,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,364.6,33,1,0,0,0,0,0.39,4
10536,18,B23,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,496.9,33,1,0,0,0,0,0.489,4
10537,18,B23,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,370,33,1,0,0,0,0,0.41,4
10538,18,B23,18,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,525.1,33,1,0,0,0,0,0.527,4
10539,18,B23,19,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,442.7,33,1,0,0,0,0,0.472,4
10540,18,B23,19,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,28]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10]","[65,225,385]","[2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,442.7,33,1,0,0,0,0,184,5
10541,18,B24,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,84.3,33,1,0,0,0,0,1,1
10542,18,B24,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,132.6,33,1,0,0,0,0,2,1
10543,18,B24,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,187.4,33,1,0,0,0,0,3,1
10544,18,B24,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,226.9,33,1,0,0,0,0,4,1
10545,18,B24,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,236.8,33,1,0,0,0,0,5,1
10546,18,B24,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,272,33,1,0,0,0,0,6,1
10547,18,B24,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,329,33,1,0,0,0,0,7,1
10548,18,B24,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,339,33,1,0,0,0,0,8,1
10549,18,B24,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,84.3,33,1,0,0,0,0,0.08,4
10550,18,B24,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,132.6,33,1,0,0,0,0,0.128,4
10551,18,B24,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,187.4,33,1,0,0,0,0,0.218,4
10552,18,B24,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,226.9,33,1,0,0,0,0,0.238,4
10553,18,B24,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,236.8,33,1,0,0,0,0,0.248,4
10554,18,B24,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,272,33,1,0,0,0,0,0.279,4
10555,18,B24,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,329,33,1,0,0,0,0,0.311,4
10556,18,B24,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,339,33,1,0,0,0,0,0.319,4
10557,18,B24,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,26]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,564,"[10,10,10,10]","[45,165,285,405]","[2,2,2,2]","[31,31,31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,339,33,1,0,0,0,0,173,5
10558,18,B25,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,259.7,33,1,0,0,0,0,1,1
10559,18,B25,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,626.8,33,1,0,0,0,0,1,1
10560,18,B25,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,55.8,33,1,0,0,0,0,2,1
10561,18,B25,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,459.4,33,1,0,0,0,0,2,1
10562,18,B25,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,439,33,1,0,0,0,0,2,1
10563,18,B25,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,503.4,33,1,0,0,0,0,4,1
10564,18,B25,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,449.7,33,1,0,0,0,0,4,1
10565,18,B25,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,535.6,33,1,0,0,0,0,5,1
10566,18,B25,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,353.1,33,1,0,0,0,0,5,1
10567,18,B25,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,426.1,33,1,0,0,0,0,5,1
10568,18,B25,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,543.1,33,1,0,0,0,0,5,1
10569,18,B25,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,529.2,33,1,0,0,0,0,5,1
10570,18,B25,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,578.5,33,1,0,0,0,0,6,1
10571,18,B25,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,439,33,1,0,0,0,0,6,1
10572,18,B25,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,529.2,33,1,0,0,0,0,7,1
10573,18,B25,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,435.8,33,1,0,0,0,0,7,1
10574,18,B25,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,524.9,33,1,0,0,0,0,7,1
10575,18,B25,18,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,512,33,1,0,0,0,0,7,1
10576,18,B25,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,259.7,33,1,0,0,0,0,0.098,4
10577,18,B25,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,626.8,33,1,0,0,0,0,0.171,4
10578,18,B25,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,55.8,33,1,0,0,0,0,0.218,4
10579,18,B25,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,459.4,33,1,0,0,0,0,0.559,4
10580,18,B25,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,439,33,1,0,0,0,0,0.559,4
10581,18,B25,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,503.4,33,1,0,0,0,0,0.761,4
10582,18,B25,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,449.7,33,1,0,0,0,0,0.707,4
10583,18,B25,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,535.6,33,1,0,0,0,0,0.845,4
10584,18,B25,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,353.1,33,1,0,0,0,0,0.719,4
10585,18,B25,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,426.1,33,1,0,0,0,0,0.778,4
10586,18,B25,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,543.1,33,1,0,0,0,0,0.916,4
10587,18,B25,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,529.2,33,1,0,0,0,0,0.916,4
10588,18,B25,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,578.5,33,1,0,0,0,0,0.916,4
10589,18,B25,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,439,33,1,0,0,0,0,0.638,4
10590,18,B25,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,529.2,33,1,0,0,0,0,0.828,4
10591,18,B25,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,435.8,33,1,0,0,0,0,0.903,4
10592,18,B25,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,524.9,33,1,0,0,0,0,0.824,4
10593,18,B25,18,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,512,33,1,0,0,0,0,0.824,4
10594,18,B25,18,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500,2500,1200,1200,450,150,"[2,6]","[7,34]","[0,65]","[0,20]",2,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0,2,685.3,"[10,10]","[115,335]","[2,2]","[31,31]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,512,33,1,0,0,0,0,250,5
10595,18,C111,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,52]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,197,57,1,0,0,0,0,2,1
10596,18,C111,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,52]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,373.7,57,1,0,0,0,0,3,1
10597,18,C111,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,52]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,401.6,57,1,0,0,0,0,4,1
10598,18,C111,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,52]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,437,57,1,0,0,0,0,4,1
10599,18,C111,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,52]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,197,57,1,0,0,0,0,0.388,2
10600,18,C111,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,52]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,373.7,57,1,0,0,0,0,0.486,2
10601,18,C111,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,52]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,401.6,57,1,0,0,0,0,0.48,2
10602,18,C111,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,52]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,437,57,1,0,0,0,0,0.559,2
10603,18,C112,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,329.3,56,1,0,0,0,0,1,1
10604,18,C112,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,128,56,1,0,0,0,0,2,1
10605,18,C112,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,171.9,56,1,0,0,0,0,2,1
10606,18,C112,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,345.8,56,1,0,0,0,0,3,1
10607,18,C112,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,195.7,56,1,0,0,0,0,3,1
10608,18,C112,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,280.8,56,1,0,0,0,0,4,1
10609,18,C112,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,364.1,56,1,0,0,0,0,5,1
10610,18,C112,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,329.3,56,1,0,0,0,0,0.35,2
10611,18,C112,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,128,56,1,0,0,0,0,0.241,2
10612,18,C112,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,171.9,56,1,0,0,0,0,0.279,2
10613,18,C112,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,345.8,56,1,0,0,0,0,0.342,2
10614,18,C112,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,195.7,56,1,0,0,0,0,0.316,2
10615,18,C112,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,280.8,56,1,0,0,0,0,0.327,2
10616,18,C112,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,364.1,56,1,0,0,0,0,0.385,2
10617,18,C113,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,315.3,56,1,0,0,0,0,1,1
10618,18,C113,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,107.5,56,1,0,0,0,0,2,1
10619,18,C113,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,173.2,56,1,0,0,0,0,2,1
10620,18,C113,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,316.8,56,1,0,0,0,0,3,1
10621,18,C113,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,220.7,56,1,0,0,0,0,4,1
10622,18,C113,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,344.4,56,1,0,0,0,0,5,1
10623,18,C113,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,315.3,56,1,0,0,0,0,0.294,2
10624,18,C113,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,107.5,56,1,0,0,0,0,0.205,2
10625,18,C113,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,173.2,56,1,0,0,0,0,0.274,2
10626,18,C113,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,316.8,56,1,0,0,0,0,0.337,2
10627,18,C113,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,220.7,56,1,0,0,0,0,0.28,2
10628,18,C113,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,51]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,344.4,56,1,0,0,0,0,0.338,2
10629,18,C114,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,294.9,55,1,0,0,0,0,1,1
10630,18,C114,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,119.1,55,1,0,0,0,0,2,1
10631,18,C114,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,320.4,55,1,0,0,0,0,2,1
10632,18,C114,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,177.5,55,1,0,0,0,0,3,1
10633,18,C114,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,329.7,55,1,0,0,0,0,3,1
10634,18,C114,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,210.9,55,1,0,0,0,0,4,1
10635,18,C114,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,331.4,55,1,0,0,0,0,4,1
10636,18,C114,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,294.9,55,1,0,0,0,0,0.376,2
10637,18,C114,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,119.1,55,1,0,0,0,0,0.261,2
10638,18,C114,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,320.4,55,1,0,0,0,0,0.442,2
10639,18,C114,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,177.5,55,1,0,0,0,0,0.333,2
10640,18,C114,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,329.7,55,1,0,0,0,0,0.456,2
10641,18,C114,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,210.9,55,1,0,0,0,0,0.399,2
10642,18,C114,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,50]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,331.4,55,1,0,0,0,0,0.459,2
10643,18,C115,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,267.9,54,1,0,0,0,0,1,1
10644,18,C115,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,52.1,54,1,0,0,0,0,2,1
10645,18,C115,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,170.3,54,1,0,0,0,0,2,1
10646,18,C115,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,215.4,54,1,0,0,0,0,3,1
10647,18,C115,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,232.9,54,1,0,0,0,0,3,1
10648,18,C115,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,291.5,54,1,0,0,0,0,4,1
10649,18,C115,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,276.1,54,1,0,0,0,0,5,1
10650,18,C115,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,330.2,54,1,0,0,0,0,6,1
10651,18,C115,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,267.9,54,1,0,0,0,0,0.209,2
10652,18,C115,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,52.1,54,1,0,0,0,0,0.092,2
10653,18,C115,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,170.3,54,1,0,0,0,0,0.186,2
10654,18,C115,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,215.4,54,1,0,0,0,0,0.223,2
10655,18,C115,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,232.9,54,1,0,0,0,0,0.247,2
10656,18,C115,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,291.5,54,1,0,0,0,0,0.265,2
10657,18,C115,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,276.1,54,1,0,0,0,0,0.264,2
10658,18,C115,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10,10]","[55,205,355,505,655]","[2,2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,330.2,54,1,0,0,0,0,0.289,2
10659,18,C116,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,147.6,54,1,0,0,0,0,1,1
10660,18,C116,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,234,54,1,0,0,0,0,1,1
10661,18,C116,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,172.1,54,1,0,0,0,0,2,1
10662,18,C116,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,166.3,54,1,0,0,0,0,2,1
10663,18,C116,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,258.6,54,1,0,0,0,0,2,1
10664,18,C116,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,218.3,54,1,0,0,0,0,3,1
10665,18,C116,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,276.9,54,1,0,0,0,0,4,1
10666,18,C116,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,233.2,54,1,0,0,0,0,5,1
10667,18,C116,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,288.9,54,1,0,0,0,0,6,1
10668,18,C116,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,147.6,54,1,0,0,0,0,0.093,2
10669,18,C116,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,234,54,1,0,0,0,0,0.19,2
10670,18,C116,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,172.1,54,1,0,0,0,0,0.129,2
10671,18,C116,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,166.3,54,1,0,0,0,0,0.187,2
10672,18,C116,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,258.6,54,1,0,0,0,0,0.257,2
10673,18,C116,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,218.3,54,1,0,0,0,0,0.228,2
10674,18,C116,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,276.9,54,1,0,0,0,0,0.259,2
10675,18,C116,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,233.2,54,1,0,0,0,0,0.25,2
10676,18,C116,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,49]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,288.9,54,1,0,0,0,0,0.291,2
10677,18,C117,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,136.2,53,1,0,0,0,0,1,1
10678,18,C117,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,178,53,1,0,0,0,0,2,1
10679,18,C117,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,135.9,53,1,0,0,0,0,3,1
10680,18,C117,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,157.1,53,1,0,0,0,0,4,1
10681,18,C117,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,188.3,53,1,0,0,0,0,5,1
10682,18,C117,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,155,53,1,0,0,0,0,6,1
10683,18,C117,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,196.8,53,1,0,0,0,0,6,1
10684,18,C117,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,169.8,53,1,0,0,0,0,7,1
10685,18,C117,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,189.3,53,1,0,0,0,0,7,1
10686,18,C117,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,203.5,53,1,0,0,0,0,8,1
10687,18,C117,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,185.4,53,1,0,0,0,0,9,1
10688,18,C117,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,181.6,53,1,0,0,0,0,9,1
10689,18,C117,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,206.4,53,1,0,0,0,0,9,1
10690,18,C117,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,205.2,53,1,0,0,0,0,10,1
10691,18,C117,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,222.8,53,1,0,0,0,0,10,1
10692,18,C117,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,136.2,53,1,0,0,0,0,0.101,2
10693,18,C117,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,178,53,1,0,0,0,0,0.113,2
10694,18,C117,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,135.9,53,1,0,0,0,0,0.107,2
10695,18,C117,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,157.1,53,1,0,0,0,0,0.116,2
10696,18,C117,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,188.3,53,1,0,0,0,0,0.123,2
10697,18,C117,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,155,53,1,0,0,0,0,0.101,2
10698,18,C117,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,196.8,53,1,0,0,0,0,0.121,2
10699,18,C117,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,169.8,53,1,0,0,0,0,0.109,2
10700,18,C117,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,189.3,53,1,0,0,0,0,0.11,2
10701,18,C117,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,203.5,53,1,0,0,0,0,0.116,2
10702,18,C117,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,185.4,53,1,0,0,0,0,0.113,2
10703,18,C117,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,181.6,53,1,0,0,0,0,0.109,2
10704,18,C117,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,206.4,53,1,0,0,0,0,0.125,2
10705,18,C117,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,205.2,53,1,0,0,0,0,0.125,2
10706,18,C117,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12,12,12]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[34,34,34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,222.8,53,1,0,0,0,0,0.138,2
10707,18,C118,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,97,53,1,0,0,0,0,1,1
10708,18,C118,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,107.4,53,1,0,0,0,0,3,1
10709,18,C118,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,124.8,53,1,0,0,0,0,5,1
10710,18,C118,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,155.4,53,1,0,0,0,0,5,1
10711,18,C118,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,182.4,53,1,0,0,0,0,6,1
10712,18,C118,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,178.9,53,1,0,0,0,0,6,1
10713,18,C118,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,158.7,53,1,0,0,0,0,7,1
10714,18,C118,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,171.7,53,1,0,0,0,0,8,1
10715,18,C118,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,193.6,53,1,0,0,0,0,8,1
10716,18,C118,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,216.2,53,1,0,0,0,0,8,1
10717,18,C118,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,97,53,1,0,0,0,0,0.09,2
10718,18,C118,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,107.4,53,1,0,0,0,0,0.103,2
10719,18,C118,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,124.8,53,1,0,0,0,0,0.112,2
10720,18,C118,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,155.4,53,1,0,0,0,0,0.128,2
10721,18,C118,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,182.4,53,1,0,0,0,0,0.142,2
10722,18,C118,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,178.9,53,1,0,0,0,0,0.142,2
10723,18,C118,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,158.7,53,1,0,0,0,0,0.139,2
10724,18,C118,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,171.7,53,1,0,0,0,0,0.143,2
10725,18,C118,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,193.6,53,1,0,0,0,0,0.159,2
10726,18,C118,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,48]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,216.2,53,1,0,0,0,0,0.18,2
10727,18,C119,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,185.9,50,1,0,0,0,0,1,1
10728,18,C119,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,113.2,50,1,0,0,0,0,2,1
10729,18,C119,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,129.5,50,1,0,0,0,0,3,1
10730,18,C119,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,190.1,50,1,0,0,0,0,3,1
10731,18,C119,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,144,50,1,0,0,0,0,4,1
10732,18,C119,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,203,50,1,0,0,0,0,4,1
10733,18,C119,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,179.1,50,1,0,0,0,0,5,1
10734,18,C119,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,214.8,50,1,0,0,0,0,5,1
10735,18,C119,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,188.5,50,1,0,0,0,0,5,1
10736,18,C119,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,240.3,50,1,0,0,0,0,6,1
10737,18,C119,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,211.2,50,1,0,0,0,0,6,1
10738,18,C119,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,185.9,50,1,0,0,0,0,0.201,2
10739,18,C119,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,113.2,50,1,0,0,0,0,0.14,2
10740,18,C119,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,129.5,50,1,0,0,0,0,0.145,2
10741,18,C119,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,190.1,50,1,0,0,0,0,0.226,2
10742,18,C119,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,144,50,1,0,0,0,0,0.241,2
10743,18,C119,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,203,50,1,0,0,0,0,0.257,2
10744,18,C119,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,179.1,50,1,0,0,0,0,0.259,2
10745,18,C119,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,214.8,50,1,0,0,0,0,0.258,2
10746,18,C119,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,188.5,50,1,0,0,0,0,0.218,2
10747,18,C119,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,240.3,50,1,0,0,0,0,0.241,2
10748,18,C119,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[5,45]","[0,65]","[0,20]",2,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,568,"[16,16,16]","[55,355,655]","[2,2,2]","[36,36,36]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0,1,0,0,211.2,50,1,0,0,0,0,0.231,2
10749,18,C210,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,29,15,46,0,0,0,0,1,1
10750,18,C210,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,26,15,53,0,0,0,0,1,1
10751,18,C210,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,223,15,95,0,0,0,0,1,1
10752,18,C210,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,292,15,124,0,0,0,0,1,1
10753,18,C210,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,381,15,155,0,0,0,0,1,1
10754,18,C210,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,5.37,15,277,0,0,0,0,1,1
10755,18,C210,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,561,15,319,0,0,0,0,1,1
10756,18,C210,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,516,15,368,0,0,0,0,1,1
10757,18,C210,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,543,15,398,0,0,0,0,1,1
10758,18,C210,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,29,15,46,0,0,0,0,0.204,2
10759,18,C210,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,26,15,53,0,0,0,0,0.204,2
10760,18,C210,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,223,15,95,0,0,0,0,0.402,2
10761,18,C210,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,292,15,124,0,0,0,0,0.468,2
10762,18,C210,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,381,15,155,0,0,0,0,0.541,2
10763,18,C210,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,5.37,15,277,0,0,0,0,0.723,2
10764,18,C210,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,561,15,319,0,0,0,0,0.765,2
10765,18,C210,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,516,15,368,0,0,0,0,0.847,2
10766,18,C210,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,543,15,398,0,0,0,0,0.855,2
10767,18,C210,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,29,15,46,0,0,0,0,0.204,4
10768,18,C210,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,26,15,53,0,0,0,0,0.204,4
10769,18,C210,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,223,15,95,0,0,0,0,0.402,4
10770,18,C210,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,292,15,124,0,0,0,0,0.468,4
10771,18,C210,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,381,15,155,0,0,0,0,0.541,4
10772,18,C210,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,5.37,15,277,0,0,0,0,0.723,4
10773,18,C210,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,561,15,319,0,0,0,0,0.765,4
10774,18,C210,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,516,15,368,0,0,0,0,0.847,4
10775,18,C210,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8]","[55,255,455,655]","[2,2,2,2]","[32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,543,15,398,0,0,0,0,0.855,4
10776,18,C211,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,26,15,46,0,0,0,0,1,1
10777,18,C211,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,64,15,46,0,0,0,0,1,1
10778,18,C211,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,232,15,95,0,0,0,0,1,1
10779,18,C211,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,307,15,124,0,0,0,0,1,1
10780,18,C211,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,102,15,155,0,0,0,0,2,1
10781,18,C211,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,266,15,277,0,0,0,0,2,1
10782,18,C211,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,291,15,319,0,0,0,0,2,1
10783,18,C211,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,345,15,368,0,0,0,0,2,1
10784,18,C211,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,327,15,398,0,0,0,0,2,1
10785,18,C211,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,26,15,46,0,0,0,0,0.156,2
10786,18,C211,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,64,15,46,0,0,0,0,0.187,2
10787,18,C211,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,232,15,95,0,0,0,0,0.374,2
10788,18,C211,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,307,15,124,0,0,0,0,0.433,2
10789,18,C211,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,102,15,155,0,0,0,0,0.501,2
10790,18,C211,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,266,15,277,0,0,0,0,0.406,2
10791,18,C211,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,291,15,319,0,0,0,0,0.419,2
10792,18,C211,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,345,15,368,0,0,0,0,0.452,2
10793,18,C211,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,327,15,398,0,0,0,0,0.464,2
10794,18,C211,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,26,15,46,0,0,0,0,0.156,4
10795,18,C211,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,64,15,46,0,0,0,0,0.187,4
10796,18,C211,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,232,15,95,0,0,0,0,0.374,4
10797,18,C211,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,307,15,124,0,0,0,0,0.433,4
10798,18,C211,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,102,15,155,0,0,0,0,0.501,4
10799,18,C211,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,266,15,277,0,0,0,0,0.451,4
10800,18,C211,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,291,15,319,0,0,0,0,0.464,4
10801,18,C211,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,345,15,368,0,0,0,0,0.495,4
10802,18,C211,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8]","[55,205,355,505,655]","[2,2,2,2,2]","[32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,327,15,398,0,0,0,0,0.501,4
10803,18,C212,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,44,15,46,0,0,0,0,1,1
10804,18,C212,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,103,15,46,0,0,0,0,1,1
10805,18,C212,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,295,15,95,0,0,0,0,1,1
10806,18,C212,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,360,15,124,0,0,0,0,1,1
10807,18,C212,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,111,15,155,0,0,0,0,1,1
10808,18,C212,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,299,15,277,0,0,0,0,2,1
10809,18,C212,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,325,15,319,0,0,0,0,2,1
10810,18,C212,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,365,15,368,0,0,0,0,2,1
10811,18,C212,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,353,15,398,0,0,0,0,2,1
10812,18,C212,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,44,15,46,0,0,0,0,0.107,2
10813,18,C212,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,103,15,46,0,0,0,0,0.169,2
10814,18,C212,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,295,15,95,0,0,0,0,0.323,2
10815,18,C212,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,360,15,124,0,0,0,0,0.374,2
10816,18,C212,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,111,15,155,0,0,0,0,0.429,2
10817,18,C212,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,299,15,277,0,0,0,0,0.376,2
10818,18,C212,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,325,15,319,0,0,0,0,0.397,2
10819,18,C212,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,365,15,368,0,0,0,0,0.422,2
10820,18,C212,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,353,15,398,0,0,0,0,0.432,2
10821,18,C212,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,44,15,46,0,0,0,0,0.107,4
10822,18,C212,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,103,15,46,0,0,0,0,0.169,4
10823,18,C212,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,295,15,95,0,0,0,0,0.323,4
10824,18,C212,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,360,15,124,0,0,0,0,0.374,4
10825,18,C212,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,111,15,155,0,0,0,0,0.429,4
10826,18,C212,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,299,15,277,0,0,0,0,0.385,4
10827,18,C212,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,325,15,319,0,0,0,0,0.407,4
10828,18,C212,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,365,15,368,0,0,0,0,0.422,4
10829,18,C212,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,586.3,"[8,8,8,8,8,8]","[55,175,295,415,535,655]","[2,2,2,2,2,2]","[32,32,32,32,32,32]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,353,15,398,0,0,0,0,0.433,4
10830,18,C213,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,43,15,46,0,0,0,0,1,1
10831,18,C213,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,85,15,46,0,0,0,0,1,1
10832,18,C213,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,249,15,95,0,0,0,0,1,1
10833,18,C213,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,300,15,124,0,0,0,0,1,1
10834,18,C213,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,115,15,155,0,0,0,0,2,1
10835,18,C213,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,271,15,277,0,0,0,0,2,1
10836,18,C213,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,288,15,319,0,0,0,0,2,1
10837,18,C213,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,320,15,368,0,0,0,0,2,1
10838,18,C213,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,312,15,398,0,0,0,0,2,1
10839,18,C213,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,43,15,46,0,0,0,0,0.105,2
10840,18,C213,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,85,15,46,0,0,0,0,0.158,2
10841,18,C213,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,249,15,95,0,0,0,0,0.319,2
10842,18,C213,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,300,15,124,0,0,0,0,0.38,2
10843,18,C213,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,115,15,155,0,0,0,0,0.247,2
10844,18,C213,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,271,15,277,0,0,0,0,0.373,2
10845,18,C213,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,288,15,319,0,0,0,0,0.39,2
10846,18,C213,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,320,15,368,0,0,0,0,0.418,2
10847,18,C213,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,312,15,398,0,0,0,0,0.434,2
10848,18,C213,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,43,15,46,0,0,0,0,0.105,4
10849,18,C213,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,85,15,46,0,0,0,0,0.158,4
10850,18,C213,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,249,15,95,0,0,0,0,0.319,4
10851,18,C213,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,300,15,124,0,0,0,0,0.38,4
10852,18,C213,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,115,15,155,0,0,0,0,0.283,4
10853,18,C213,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,271,15,277,0,0,0,0,0.404,4
10854,18,C213,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,288,15,319,0,0,0,0,0.418,4
10855,18,C213,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,320,15,368,0,0,0,0,0.442,4
10856,18,C213,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,570,"[10,10,10,10]","[55,255,455,655]","[2,2,2,2]","[33,33,33,33,33]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,312,15,398,0,0,0,0,0.457,4
10857,18,C214,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,85,15,95,0,0,0,0,2,1
10858,18,C214,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,114,15,124,0,0,0,0,2,1
10859,18,C214,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,120,15,155,0,0,0,0,2,1
10860,18,C214,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,234,15,277,0,0,0,0,2,1
10861,18,C214,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,252,15,319,0,0,0,0,2,1
10862,18,C214,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,279,15,368,0,0,0,0,2,1
10863,18,C214,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,275,15,398,0,0,0,0,2,1
10864,18,C214,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,85,15,95,0,0,0,0,0.2,2
10865,18,C214,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,114,15,124,0,0,0,0,0.233,2
10866,18,C214,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,120,15,155,0,0,0,0,0.272,2
10867,18,C214,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,234,15,277,0,0,0,0,0.386,2
10868,18,C214,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,252,15,319,0,0,0,0,0.403,2
10869,18,C214,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,279,15,368,0,0,0,0,0.428,2
10870,18,C214,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,275,15,398,0,0,0,0,0.443,2
10871,18,C214,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,85,15,95,0,0,0,0,0.202,4
10872,18,C214,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,114,15,124,0,0,0,0,0.242,4
10873,18,C214,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,120,15,155,0,0,0,0,0.286,4
10874,18,C214,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,234,15,277,0,0,0,0,0.402,4
10875,18,C214,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,252,15,319,0,0,0,0,0.424,4
10876,18,C214,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,279,15,368,0,0,0,0,0.451,4
10877,18,C214,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12]","[55,355,655]","[2,2,2]","[34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,1.05,1,0,0,275,15,398,0,0,0,0,0.466,4
10878,18,C216,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,70,15,39,0,0,0,0,1,1
10879,18,C216,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,69,15,46,0,0,0,0,1,1
10880,18,C216,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,94,15,46,0,0,0,0,1,1
10881,18,C216,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,238,15,95,0,0,0,0,1,1
10882,18,C216,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,271,15,124,0,0,0,0,1,1
10883,18,C216,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,100,15,155,0,0,0,0,1,1
10884,18,C216,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,249,15,277,0,0,0,0,2,1
10885,18,C216,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,249,15,319,0,0,0,0,2,1
10886,18,C216,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,283,15,368,0,0,0,0,2,1
10887,18,C216,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,253,15,398,0,0,0,0,2,1
10888,18,C216,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,70,15,39,0,0,0,0,0.099,2
10889,18,C216,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,69,15,46,0,0,0,0,0.101,2
10890,18,C216,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,94,15,46,0,0,0,0,0.121,2
10891,18,C216,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,238,15,95,0,0,0,0,0.264,2
10892,18,C216,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,271,15,124,0,0,0,0,0.319,2
10893,18,C216,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,100,15,155,0,0,0,0,0.367,2
10894,18,C216,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,249,15,277,0,0,0,0,0.335,2
10895,18,C216,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,249,15,319,0,0,0,0,352,2
10896,18,C216,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,283,15,368,0,0,0,0,380,2
10897,18,C216,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,253,15,398,0,0,0,0,0.396,2
10898,18,C216,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,70,15,39,0,0,0,0,0.099,4
10899,18,C216,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,69,15,46,0,0,0,0,101,4
10900,18,C216,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,94,15,46,0,0,0,0,0.121,4
10901,18,C216,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,238,15,95,0,0,0,0,0.264,4
10902,18,C216,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,271,15,124,0,0,0,0,0.319,4
10903,18,C216,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,100,15,155,0,0,0,0,367,4
10904,18,C216,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,249,15,277,0,0,0,0,0.345,4
10905,18,C216,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,249,15,319,0,0,0,0,0.356,4
10906,18,C216,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,283,15,368,0,0,0,0,382,4
10907,18,C216,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,603.3,"[12,12,12,12]","[55,255,455,655]","[2,2,2,2]","[34,34,34,34]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.43,1,0,0,253,15,398,0,0,0,0,396,4
10908,18,C218,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,58,15,46,0,0,0,0,1,1
10909,18,C218,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,190,15,95,0,0,0,0,1,1
10910,18,C218,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,217,15,124,0,0,0,0,1,1
10911,18,C218,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,98,15,155,0,0,0,0,2,1
10912,18,C218,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,207,15,277,0,0,0,0,2,1
10913,18,C218,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,216,15,319,0,0,0,0,2,1
10914,18,C218,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,236,15,368,0,0,0,0,2,1
10915,18,C218,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,132,15,398,0,0,0,0,3,1
10916,18,C218,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,58,15,46,0,0,0,0,0.101,2
10917,18,C218,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,190,15,95,0,0,0,0,0.226,2
10918,18,C218,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,217,15,124,0,0,0,0,0.27,2
10919,18,C218,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,98,15,155,0,0,0,0,0.2,2
10920,18,C218,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,207,15,277,0,0,0,0,0.3,2
10921,18,C218,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,216,15,319,0,0,0,0,0.316,2
10922,18,C218,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,236,15,368,0,0,0,0,0.34,2
10923,18,C218,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,132,15,398,0,0,0,0,0.253,2
10924,18,C218,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,58,15,46,0,0,0,0,0.101,4
10925,18,C218,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,190,15,95,0,0,0,0,0.226,4
10926,18,C218,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,217,15,124,0,0,0,0,0.27,4
10927,18,C218,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,98,15,155,0,0,0,0,0.215,4
10928,18,C218,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,207,15,277,0,0,0,0,0.305,4
10929,18,C218,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,216,15,319,0,0,0,0,0.316,4
10930,18,C218,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,236,15,368,0,0,0,0,0.341,4
10931,18,C218,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1984-1986,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300,4300,3000,3000,710,180,"[2,6]","[0,0]","[0,65]","[0,20]",2,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0,2,566.3,"[14,14,14,14]","[55,255,455,655]","[2,2,2,2]","[35,35,35,35]",[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,2,0.53,1,0,0,132,15,398,0,0,0,0,0.277,4
10932,19,H50-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,289,28,1,0,0,0,0,1,1
10933,19,H50-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,289,28,1,0,0,0,0,0.15,2
10934,19,H50-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,2,1
10935,19,H50-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,0.22,2
10936,19,H50-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,1000,5
10937,19,H50-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,2,1
10938,19,H50-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.12,2
10939,19,H50-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,1000,5
10940,19,H50-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,1,1
10941,19,H50-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,0.22,2
10942,19,H50-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,1,1
10943,19,H50-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,0.24,2
10944,19,H50-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,437,28,1,0,0,0,0,4,1
10945,19,H50-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,437,28,1,0,0,0,0,0.28,2
10946,19,H50-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,437,28,1,0,0,0,0,333,5
10947,19,H50-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,1,1
10948,19,H50-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,2,1
10949,19,H50-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.01,2
10950,19,H50-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,0.19,2
10951,19,H50-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,1000,5
10952,19,H50-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,4,1
10953,19,H50-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.22,2
10954,19,H50-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,333,5
10955,19,H50-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,1,1
10956,19,H50-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,0.19,2
10957,19,H50-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,4,1
10958,19,H50-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,0.34,2
10959,19,H50-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,333,5
10960,19,H50-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,2,1
10961,19,H50-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,0.17,2
10962,19,H50-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,1000,5
10963,19,H50-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,4,1
10964,19,H50-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,0.24,2
10965,19,H50-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,333,5
10966,19,H50-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,440,28,1,0,0,0,0,4,1
10967,19,H50-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,440,28,1,0,0,0,0,0.22,2
10968,19,H50-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,440,28,1,0,0,0,0,333,5
10969,19,H50-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,420,28,1,0,0,0,0,3,1
10970,19,H50-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,420,28,1,0,0,0,0,0.26,2
10971,19,H50-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,420,28,1,0,0,0,0,500,5
10972,19,H50-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,392,28,1,0,0,0,0,3,1
10973,19,H50-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,392,28,1,0,0,0,0,0.24,2
10974,19,H50-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,392,28,1,0,0,0,0,500,5
10975,19,H50-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,2,1
10976,19,H50-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,0.12,2
10977,19,H50-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,1000,5
10978,19,H50-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,480,28,1,0,0,0,0,4,1
10979,19,H50-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,480,28,1,0,0,0,0,0.39,2
10980,19,H50-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,480,28,1,0,0,0,0,333,5
10981,19,H50-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,1,1
10982,19,H50-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,0.17,2
10983,19,H50-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,3,1
10984,19,H50-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,0.18,2
10985,19,H50-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,500,5
10986,19,H50-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,290,28,1,0,0,0,0,3,1
10987,19,H50-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,290,28,1,0,0,0,0,0.18,2
10988,19,H50-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,290,28,1,0,0,0,0,500,5
10989,19,H50-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,423,28,1,0,0,0,0,2,1
10990,19,H50-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,423,28,1,0,0,0,0,0.25,2
10991,19,H50-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,423,28,1,0,0,0,0,1000,5
10992,19,H50-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,426,28,1,0,0,0,0,1,1
10993,19,H50-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,426,28,1,0,0,0,0,0.01,2
10994,19,H50-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,366,28,1,0,0,0,0,3,1
10995,19,H50-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,366,28,1,0,0,0,0,0.21,2
10996,19,H50-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,366,28,1,0,0,0,0,500,5
10997,19,H50-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,2,1
10998,19,H50-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,0.16,2
10999,19,H50-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,1000,5
11000,19,H50-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,5,1
11001,19,H50-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,0.25,2
11002,19,H50-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,250,5
11003,19,H50-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,367,28,1,0,0,0,0,4,1
11004,19,H50-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,367,28,1,0,0,0,0,0.22,2
11005,19,H50-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,367,28,1,0,0,0,0,333,5
11006,19,H50-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,2,1
11007,19,H50-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,2,1
11008,19,H50-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,0.1,2
11009,19,H50-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,0.22,2
11010,19,H50-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,1000,5
11011,19,H50-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,1000,5
11012,19,H50-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,1,1
11013,19,H50-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,0.17,2
11014,19,H50-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,3,1
11015,19,H50-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,0.16,2
11016,19,H50-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,500,5
11017,19,H50-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,4,1
11018,19,H50-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,0.24,2
11019,19,H50-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,333,5
11020,19,H50-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,5,1
11021,19,H50-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,0.31,2
11022,19,H50-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,250,5
11023,19,H50-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,5,1
11024,19,H50-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,0.25,2
11025,19,H50-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,250,5
11026,19,H50-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,3,1
11027,19,H50-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,0.15,2
11028,19,H50-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,500,5
11029,19,H50-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,1,1
11030,19,H50-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.12,2
11031,19,H50-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,2,1
11032,19,H50-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.13,2
11033,19,H50-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,1000,5
11034,19,H50-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,431,28,1,0,0,0,0,4,1
11035,19,H50-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,431,28,1,0,0,0,0,0.29,2
11036,19,H50-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,431,28,1,0,0,0,0,333,5
11037,19,H50-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,1,1
11038,19,H50-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,0.15,2
11039,19,H50-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,2,1
11040,19,H50-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.1,2
11041,19,H50-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,1000,5
11042,19,H50-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,417,28,1,0,0,0,0,1,1
11043,19,H50-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,3,1
11044,19,H50-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,417,28,1,0,0,0,0,0.01,2
11045,19,H50-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.15,2
11046,19,H50-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,500,5
11047,19,H50-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,4,1
11048,19,H50-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,0.19,2
11049,19,H50-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,333,5
11050,19,H50-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,408,28,1,0,0,0,0,5,1
11051,19,H50-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,408,28,1,0,0,0,0,0.27,2
11052,19,H50-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,408,28,1,0,0,0,0,250,5
11053,19,H50-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,4,1
11054,19,H50-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,0.19,2
11055,19,H50-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,333,5
11056,19,H50-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,34,28,1,0,0,0,0,1,1
11057,19,H50-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,34,28,1,0,0,0,0,0.01,2
11058,19,H50-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,2,1
11059,19,H50-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,0.09,2
11060,19,H50-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,1000,5
11061,19,H50-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,3,1
11062,19,H50-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,4,1
11063,19,H50-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.15,2
11064,19,H50-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,0.24,2
11065,19,H50-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,500,5
11066,19,H50-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,333,5
11067,19,H50-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,3,1
11068,19,H50-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.2,2
11069,19,H50-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,500,5
11070,19,H50-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,55,28,1,0,0,0,0,1,1
11071,19,H50-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,55,28,1,0,0,0,0,0.01,2
11072,19,H50-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,4,1
11073,19,H50-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,0.3,2
11074,19,H50-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,333,5
11075,19,H50-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,4,1
11076,19,H50-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,0.28,2
11077,19,H50-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,333,5
11078,19,H50-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,4,1
11079,19,H50-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,0.2,2
11080,19,H50-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,333,5
11081,19,H50-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,463,28,1,0,0,0,0,4,1
11082,19,H50-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,463,28,1,0,0,0,0,0.34,2
11083,19,H50-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,463,28,1,0,0,0,0,333,5
11084,19,H50-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,4,1
11085,19,H50-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,0.23,2
11086,19,H50-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,333,5
11087,19,H50-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,2,1
11088,19,H50-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.13,2
11089,19,H50-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,1000,5
11090,19,H50-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,1,1
11091,19,H50-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,0.12,2
11092,19,H50-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,2,1
11093,19,H50-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,3,1
11094,19,H50-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,0.17,2
11095,19,H50-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,0.14,2
11096,19,H50-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,1000,5
11097,19,H50-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,500,5
11098,19,H50-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,1,1
11099,19,H50-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.07,2
11100,19,H50-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,419,28,1,0,0,0,0,3,1
11101,19,H50-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,419,28,1,0,0,0,0,0.24,2
11102,19,H50-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,419,28,1,0,0,0,0,500,5
11103,19,H50-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,4,1
11104,19,H50-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,0.26,2
11105,19,H50-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,333,5
11106,19,H50-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,4,1
11107,19,H50-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,0.2,2
11108,19,H50-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,333,5
11109,19,H50-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,3,1
11110,19,H50-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.14,2
11111,19,H50-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,500,5
11112,19,H50-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,483,28,1,0,0,0,0,4,1
11113,19,H50-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,483,28,1,0,0,0,0,0.39,2
11114,19,H50-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,483,28,1,0,0,0,0,333,5
11115,19,H50-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,1,1
11116,19,H50-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.09,2
11117,19,H50-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,1,1
11118,19,H50-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,3,1
11119,19,H50-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,0.14,2
11120,19,H50-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.18,2
11121,19,H50-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,500,5
11122,19,H50-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,1,1
11123,19,H50-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.01,2
11124,19,H50-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,2,1
11125,19,H50-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.09,2
11126,19,H50-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,1000,5
11127,19,H50-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,3,1
11128,19,H50-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.1,2
11129,19,H50-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,500,5
11130,19,H50-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,6,1
11131,19,H50-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.1,2
11132,19,H50-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,200,5
11133,19,H50-14-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,6,1
11134,19,H50-14-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,0.26,2
11135,19,H50-14-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,200,5
11136,19,H50-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,6,1
11137,19,H50-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.13,2
11138,19,H50-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,200,5
11139,19,H50-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,2,1
11140,19,H50-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.11,2
11141,19,H50-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,1000,5
11142,19,H50-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,4,1
11143,19,H50-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,0.08,2
11144,19,H50-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,333,5
11145,19,H50-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,2,1
11146,19,H50-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,3,1
11147,19,H50-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.08,2
11148,19,H50-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.09,2
11149,19,H50-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,1000,5
11150,19,H50-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,500,5
11151,19,H50-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,6,1
11152,19,H50-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.12,2
11153,19,H50-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,200,5
11154,19,H50-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,4,1
11155,19,H50-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,0.08,2
11156,19,H50-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,333,5
11157,19,H50-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,2,1
11158,19,H50-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.08,2
11159,19,H50-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,1000,5
11160,19,H50-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,3,1
11161,19,H50-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,0.11,2
11162,19,H50-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,500,5
11163,19,H50-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,5,1
11164,19,H50-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,6,1
11165,19,H50-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.09,2
11166,19,H50-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.1,2
11167,19,H50-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,250,5
11168,19,H50-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,200,5
11169,19,H50-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,4,1
11170,19,H50-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.1,2
11171,19,H50-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,333,5
11172,19,H50-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,5,1
11173,19,H50-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.11,2
11174,19,H50-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,250,5
11175,19,H50-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,2,1
11176,19,H50-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.05,2
11177,19,H50-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,1000,5
11178,19,H50-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,3,1
11179,19,H50-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.08,2
11180,19,H50-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,500,5
11181,19,H50-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,3,1
11182,19,H50-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,0.08,2
11183,19,H50-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,500,5
11184,19,H50-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,4,1
11185,19,H50-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,239,28,1,0,0,0,0,6,1
11186,19,H50-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.11,2
11187,19,H50-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,239,28,1,0,0,0,0,0.15,2
11188,19,H50-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,333,5
11189,19,H50-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,239,28,1,0,0,0,0,200,5
11190,19,H50-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,1,1
11191,19,H50-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.1,2
11192,19,H50-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,2,1
11193,19,H50-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,4,1
11194,19,H50-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.09,2
11195,19,H50-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.1,2
11196,19,H50-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,1000,5
11197,19,H50-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,333,5
11198,19,H50-14-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,6,1
11199,19,H50-14-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.19,2
11200,19,H50-14-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,200,5
11201,19,H50-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,3,1
11202,19,H50-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.1,2
11203,19,H50-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,500,5
11204,19,H50-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,6,1
11205,19,H50-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,0.11,2
11206,19,H50-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,200,5
11207,19,H50-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,1,1
11208,19,H50-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,5,1
11209,19,H50-14-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,6,1
11210,19,H50-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.06,2
11211,19,H50-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.09,2
11212,19,H50-14-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.23,2
11213,19,H50-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,250,5
11214,19,H50-14-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,200,5
11215,19,H50-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,5,1
11216,19,H50-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.09,2
11217,19,H50-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,250,5
11218,19,H50-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,1,1
11219,19,H50-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.08,2
11220,19,H50-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,6,1
11221,19,H50-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.16,2
11222,19,H50-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,200,5
11223,19,H50-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,1,1
11224,19,H50-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.01,2
11225,19,H50-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,2,1
11226,19,H50-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.1,2
11227,19,H50-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,1000,5
11228,19,H50-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1,1
11229,19,H50-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.01,2
11230,19,H50-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,2,1
11231,19,H50-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.05,2
11232,19,H50-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,1000,5
11233,19,H50-14-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,6,1
11234,19,H50-14-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.23,2
11235,19,H50-14-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,200,5
11236,19,H50-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,2,1
11237,19,H50-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,0.08,2
11238,19,H50-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,1000,5
11239,19,H50-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,2,1
11240,19,H50-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.1,2
11241,19,H50-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,1000,5
11242,19,H50-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,2,1
11243,19,H50-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.06,2
11244,19,H50-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,1000,5
11245,19,H50-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,4,1
11246,19,H50-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.11,2
11247,19,H50-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,333,5
11248,19,H50-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,5,1
11249,19,H50-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.12,2
11250,19,H50-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,250,5
11251,19,H50-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,1,1
11252,19,H50-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.1,2
11253,19,H50-14-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,6,1
11254,19,H50-14-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,0.26,2
11255,19,H50-14-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,200,5
11256,19,H50-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,1,1
11257,19,H50-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.01,2
11258,19,H50-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,4,1
11259,19,H50-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,0.09,2
11260,19,H50-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,333,5
11261,19,H50-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,6,1
11262,19,H50-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,0.17,2
11263,19,H50-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,200,5
11264,19,H50-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,3,1
11265,19,H50-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.08,2
11266,19,H50-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,500,5
11267,19,H50-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,2,1
11268,19,H50-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.06,2
11269,19,H50-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,1000,5
11270,19,H50-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,5,1
11271,19,H50-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.19,2
11272,19,H50-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,250,5
11273,19,H50-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,5,1
11274,19,H50-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.15,2
11275,19,H50-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,250,5
11276,19,H50-14-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,6,1
11277,19,H50-14-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,0.2,2
11278,19,H50-14-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,200,5
11279,19,H50-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,2,1
11280,19,H50-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,0.09,2
11281,19,H50-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,1000,5
11282,19,H50-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,4,1
11283,19,H50-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,0.08,2
11284,19,H50-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,333,5
11285,19,H50-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,1,1
11286,19,H50-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.01,2
11287,19,H50-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,3,1
11288,19,H50-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.09,2
11289,19,H50-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,500,5
11290,19,H50-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,1,1
11291,19,H50-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.05,2
11292,19,H50-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,3,1
11293,19,H50-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.08,2
11294,19,H50-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,500,5
11295,19,H50-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,1,1
11296,19,H50-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,5,1
11297,19,H50-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.08,2
11298,19,H50-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.11,2
11299,19,H50-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,250,5
11300,19,H50-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,1,1
11301,19,H50-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.06,2
11302,19,H50-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,5,1
11303,19,H50-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,0.11,2
11304,19,H50-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,250,5
11305,19,H50-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,4,1
11306,19,H50-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,0.11,2
11307,19,H50-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,333,5
11308,19,H50-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,4,1
11309,19,H50-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,0.1,2
11310,19,H50-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,333,5
11311,19,H50-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1,1
11312,19,H50-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.09,2
11313,19,H50-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,3,1
11314,19,H50-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,4,1
11315,19,H50-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,0.11,2
11316,19,H50-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.12,2
11317,19,H50-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,500,5
11318,19,H50-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,333,5
11319,19,H50-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,4,1
11320,19,H50-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,0.08,2
11321,19,H50-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,333,5
11322,19,H50-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,3,1
11323,19,H50-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.1,2
11324,19,H50-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,500,5
11325,19,H50-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,2,1
11326,19,H50-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,4,1
11327,19,H50-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,5,1
11328,19,H50-14-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,6,1
11329,19,H50-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.08,2
11330,19,H50-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.12,2
11331,19,H50-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,0.15,2
11332,19,H50-14-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.17,2
11333,19,H50-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,1000,5
11334,19,H50-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,333,5
11335,19,H50-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,250,5
11336,19,H50-14-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,200,5
11337,19,H50-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,3,1
11338,19,H50-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.09,2
11339,19,H50-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,500,5
11340,19,H50-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,1,1
11341,19,H50-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,5,1
11342,19,H50-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.01,2
11343,19,H50-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.16,2
11344,19,H50-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,250,5
11345,19,H50-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,5,1
11346,19,H50-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,0.23,2
11347,19,H50-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,250,5
11348,19,H50-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,3,1
11349,19,H50-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.08,2
11350,19,H50-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,500,5
11351,19,H50-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,3,1
11352,19,H50-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.03,2
11353,19,H50-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,500,5
11354,19,H50-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,4,1
11355,19,H50-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,4,1
11356,19,H50-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.1,2
11357,19,H50-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.11,2
11358,19,H50-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,333,5
11359,19,H50-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,333,5
11360,19,H50-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,1,1
11361,19,H50-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,0.01,2
11362,19,H50-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,4,1
11363,19,H50-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.12,2
11364,19,H50-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,333,5
11365,19,H50-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,3,1
11366,19,H50-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.03,2
11367,19,H50-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,500,5
11368,19,H50-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,5,1
11369,19,H50-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,0.31,2
11370,19,H50-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,250,5
11371,19,H50-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,1,1
11372,19,H50-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,4,1
11373,19,H50-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,4,1
11374,19,H50-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.09,2
11375,19,H50-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.12,2
11376,19,H50-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,0.13,2
11377,19,H50-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,333,5
11378,19,H50-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,333,5
11379,19,H50-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,4,1
11380,19,H50-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.15,2
11381,19,H50-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,333,5
11382,19,H50-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,5,1
11383,19,H50-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.19,2
11384,19,H50-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,250,5
11385,19,H50-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,3,1
11386,19,H50-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,0.12,2
11387,19,H50-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,500,5
11388,19,H50-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,3,1
11389,19,H50-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.06,2
11390,19,H50-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,500,5
11391,19,H50-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,3,1
11392,19,H50-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.11,2
11393,19,H50-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,500,5
11394,19,H50-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,4,1
11395,19,H50-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,0.14,2
11396,19,H50-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,333,5
11397,19,H50-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,3,1
11398,19,H50-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.13,2
11399,19,H50-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,500,5
11400,19,H50-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,3,1
11401,19,H50-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.05,2
11402,19,H50-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,500,5
11403,19,H50-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,4,1
11404,19,H50-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.1,2
11405,19,H50-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,333,5
11406,19,H50-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,5,1
11407,19,H50-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.16,2
11408,19,H50-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,250,5
11409,19,H50-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,4,1
11410,19,H50-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.17,2
11411,19,H50-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,333,5
11412,19,H50-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,312,28,1,0,0,0,0,5,1
11413,19,H50-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,312,28,1,0,0,0,0,0.27,2
11414,19,H50-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,312,28,1,0,0,0,0,250,5
11415,19,H50-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,1,1
11416,19,H50-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.06,2
11417,19,H50-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,3,1
11418,19,H50-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.09,2
11419,19,H50-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,500,5
11420,19,H50-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,3,1
11421,19,H50-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,4,1
11422,19,H50-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.08,2
11423,19,H50-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.07,2
11424,19,H50-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,500,5
11425,19,H50-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,333,5
11426,19,H50-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,8,1
11427,19,H50-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.09,2
11428,19,H50-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,143,5
11429,19,H50-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,7,1
11430,19,H50-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.09,2
11431,19,H50-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,167,5
11432,19,H50-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,8,1
11433,19,H50-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.09,2
11434,19,H50-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,143,5
11435,19,H50-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,4,1
11436,19,H50-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.08,2
11437,19,H50-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,333,5
11438,19,H50-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,2,1
11439,19,H50-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.05,2
11440,19,H50-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,1000,5
11441,19,H50-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,4,1
11442,19,H50-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,0.08,2
11443,19,H50-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,333,5
11444,19,H50-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,2,1
11445,19,H50-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.06,2
11446,19,H50-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,1000,5
11447,19,H50-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
11448,19,H50-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.09,2
11449,19,H50-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,7,1
11450,19,H50-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.08,2
11451,19,H50-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,167,5
11452,19,H50-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,5,1
11453,19,H50-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.09,2
11454,19,H50-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,250,5
11455,19,H50-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,4,1
11456,19,H50-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,0.09,2
11457,19,H50-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,333,5
11458,19,H50-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,2,1
11459,19,H50-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.07,2
11460,19,H50-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,1000,5
11461,19,H50-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,3,1
11462,19,H50-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.07,2
11463,19,H50-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,500,5
11464,19,H50-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,3,1
11465,19,H50-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,4,1
11466,19,H50-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.07,2
11467,19,H50-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.09,2
11468,19,H50-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,500,5
11469,19,H50-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,333,5
11470,19,H50-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,2,1
11471,19,H50-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.08,2
11472,19,H50-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,1000,5
11473,19,H50-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,4,1
11474,19,H50-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.11,2
11475,19,H50-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,333,5
11476,19,H50-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,5,1
11477,19,H50-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.09,2
11478,19,H50-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,250,5
11479,19,H50-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,8,1
11480,19,H50-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.1,2
11481,19,H50-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,143,5
11482,19,H50-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,3,1
11483,19,H50-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.08,2
11484,19,H50-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,500,5
11485,19,H50-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,4,1
11486,19,H50-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.07,2
11487,19,H50-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,333,5
11488,19,H50-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,46,28,1,0,0,0,0,2,1
11489,19,H50-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,4,1
11490,19,H50-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,46,28,1,0,0,0,0,0.05,2
11491,19,H50-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.07,2
11492,19,H50-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,46,28,1,0,0,0,0,1000,5
11493,19,H50-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,333,5
11494,19,H50-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,1,1
11495,19,H50-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.07,2
11496,19,H50-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,5,1
11497,19,H50-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.1,2
11498,19,H50-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,250,5
11499,19,H50-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,3,1
11500,19,H50-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.07,2
11501,19,H50-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,500,5
11502,19,H50-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,8,1
11503,19,H50-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.12,2
11504,19,H50-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,143,5
11505,19,H50-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,7,1
11506,19,H50-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.08,2
11507,19,H50-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,167,5
11508,19,H50-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,2,1
11509,19,H50-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.07,2
11510,19,H50-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1000,5
11511,19,H50-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,2,1
11512,19,H50-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.08,2
11513,19,H50-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,1000,5
11514,19,H50-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,2,1
11515,19,H50-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.09,2
11516,19,H50-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,1000,5
11517,19,H50-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,4,1
11518,19,H50-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.1,2
11519,19,H50-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,333,5
11520,19,H50-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,41,28,1,0,0,0,0,1,1
11521,19,H50-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,41,28,1,0,0,0,0,0.05,2
11522,19,H50-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,5,1
11523,19,H50-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.09,2
11524,19,H50-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,250,5
11525,19,H50-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,1,1
11526,19,H50-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.05,2
11527,19,H50-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,7,1
11528,19,H50-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.06,2
11529,19,H50-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,167,5
11530,19,H50-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,4,1
11531,19,H50-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.05,2
11532,19,H50-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,333,5
11533,19,H50-20-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,7,1
11534,19,H50-20-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.07,2
11535,19,H50-20-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,167,5
11536,19,H50-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,5,1
11537,19,H50-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.06,2
11538,19,H50-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,250,5
11539,19,H50-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,1,1
11540,19,H50-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.05,2
11541,19,H50-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,3,1
11542,19,H50-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.04,2
11543,19,H50-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,500,5
11544,19,H50-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,4,1
11545,19,H50-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,0.04,2
11546,19,H50-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,333,5
11547,19,H50-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,7,1
11548,19,H50-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.06,2
11549,19,H50-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,167,5
11550,19,H50-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,2,1
11551,19,H50-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,4,1
11552,19,H50-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,0.04,2
11553,19,H50-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.04,2
11554,19,H50-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,1000,5
11555,19,H50-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,333,5
11556,19,H50-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,1,1
11557,19,H50-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,3,1
11558,19,H50-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.04,2
11559,19,H50-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.04,2
11560,19,H50-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,500,5
11561,19,H50-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,7,1
11562,19,H50-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.06,2
11563,19,H50-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,167,5
11564,19,H50-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,7,1
11565,19,H50-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.07,2
11566,19,H50-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,167,5
11567,19,H50-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,2,1
11568,19,H50-20-2,44,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,8,1
11569,19,H50-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.04,2
11570,19,H50-20-2,44,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.12,2
11571,19,H50-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,1000,5
11572,19,H50-20-2,44,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,143,5
11573,19,H50-20-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,7,1
11574,19,H50-20-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.08,2
11575,19,H50-20-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,167,5
11576,19,H50-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,5,1
11577,19,H50-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,0.05,2
11578,19,H50-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,250,5
11579,19,H50-20-2,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,7,1
11580,19,H50-20-2,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.12,2
11581,19,H50-20-2,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,167,5
11582,19,H50-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,5,1
11583,19,H50-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.07,2
11584,19,H50-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,250,5
11585,19,H50-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,1,1
11586,19,H50-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
11587,19,H50-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,5,1
11588,19,H50-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.01,2
11589,19,H50-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.04,2
11590,19,H50-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.06,2
11591,19,H50-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,250,5
11592,19,H50-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,7,1
11593,19,H50-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
11594,19,H50-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,167,5
11595,19,H50-20-2,43,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,8,1
11596,19,H50-20-2,43,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.12,2
11597,19,H50-20-2,43,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,143,5
11598,19,H50-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,2,1
11599,19,H50-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.03,2
11600,19,H50-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,1000,5
11601,19,H50-20-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,7,1
11602,19,H50-20-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.1,2
11603,19,H50-20-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,167,5
11604,19,H50-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,2,1
11605,19,H50-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,0.03,2
11606,19,H50-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,1000,5
11607,19,H50-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,5,1
11608,19,H50-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.05,2
11609,19,H50-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,250,5
11610,19,H50-20-2,45,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,8,1
11611,19,H50-20-2,45,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.12,2
11612,19,H50-20-2,45,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,143,5
11613,19,H50-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,4,1
11614,19,H50-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
11615,19,H50-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,333,5
11616,19,H50-20-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,7,1
11617,19,H50-20-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.07,2
11618,19,H50-20-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,167,5
11619,19,H50-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,7,1
11620,19,H50-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,7,1
11621,19,H50-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,0.05,2
11622,19,H50-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.05,2
11623,19,H50-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,167,5
11624,19,H50-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,167,5
11625,19,H50-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,4,1
11626,19,H50-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.05,2
11627,19,H50-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,333,5
11628,19,H50-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,5,1
11629,19,H50-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.05,2
11630,19,H50-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,250,5
11631,19,H50-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,2,1
11632,19,H50-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.05,2
11633,19,H50-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,1000,5
11634,19,H50-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,4,1
11635,19,H50-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.05,2
11636,19,H50-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,333,5
11637,19,H50-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,41,28,1,0,0,0,0,1,1
11638,19,H50-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,41,28,1,0,0,0,0,0.01,2
11639,19,H50-20-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,7,1
11640,19,H50-20-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,0.08,2
11641,19,H50-20-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,167,5
11642,19,H50-20-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,7,1
11643,19,H50-20-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.07,2
11644,19,H50-20-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,167,5
11645,19,H50-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1,1
11646,19,H50-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.03,2
11647,19,H50-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,7,1
11648,19,H50-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.11,2
11649,19,H50-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,167,5
11650,19,H50-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,7,1
11651,19,H50-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.08,2
11652,19,H50-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,167,5
11653,19,H50-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,5,1
11654,19,H50-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,6,1
11655,19,H50-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.03,2
11656,19,H50-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.06,2
11657,19,H50-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,250,5
11658,19,H50-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,200,5
11659,19,H50-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,37,28,1,0,0,0,0,1,1
11660,19,H50-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,4,1
11661,19,H50-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,37,28,1,0,0,0,0,0.02,2
11662,19,H50-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.04,2
11663,19,H50-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,333,5
11664,19,H50-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,6,1
11665,19,H50-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.08,2
11666,19,H50-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,200,5
11667,19,H50-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,6,1
11668,19,H50-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.04,2
11669,19,H50-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,200,5
11670,19,H50-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,6,1
11671,19,H50-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.05,2
11672,19,H50-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,200,5
11673,19,H50-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,23,28,1,0,0,0,0,1,1
11674,19,H50-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,23,28,1,0,0,0,0,0.01,2
11675,19,H50-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,8,1
11676,19,H50-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.12,2
11677,19,H50-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,143,5
11678,19,H50-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,6,1
11679,19,H50-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.07,2
11680,19,H50-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,200,5
11681,19,H50-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,30,28,1,0,0,0,0,1,1
11682,19,H50-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,30,28,1,0,0,0,0,0.02,2
11683,19,H50-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,2,1
11684,19,H50-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.03,2
11685,19,H50-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1000,5
11686,19,H50-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,38,28,1,0,0,0,0,2,1
11687,19,H50-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,38,28,1,0,0,0,0,0.02,2
11688,19,H50-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,38,28,1,0,0,0,0,1000,5
11689,19,H50-20-3,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,8,1
11690,19,H50-20-3,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.12,2
11691,19,H50-20-3,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,143,5
11692,19,H50-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,3,1
11693,19,H50-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.03,2
11694,19,H50-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,500,5
11695,19,H50-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,5,1
11696,19,H50-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.04,2
11697,19,H50-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,250,5
11698,19,H50-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1,1
11699,19,H50-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.04,2
11700,19,H50-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,41,28,1,0,0,0,0,5,1
11701,19,H50-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,41,28,1,0,0,0,0,0.03,2
11702,19,H50-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,41,28,1,0,0,0,0,250,5
11703,19,H50-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,3,1
11704,19,H50-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,5,1
11705,19,H50-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,0.03,2
11706,19,H50-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.04,2
11707,19,H50-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,500,5
11708,19,H50-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,250,5
11709,19,H50-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,55,28,1,0,0,0,0,4,1
11710,19,H50-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,55,28,1,0,0,0,0,0.04,2
11711,19,H50-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,55,28,1,0,0,0,0,333,5
11712,19,H50-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,6,1
11713,19,H50-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.04,2
11714,19,H50-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,200,5
11715,19,H50-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,4,1
11716,19,H50-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.03,2
11717,19,H50-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,333,5
11718,19,H50-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,3,1
11719,19,H50-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.04,2
11720,19,H50-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,500,5
11721,19,H50-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,5,1
11722,19,H50-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,6,1
11723,19,H50-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.05,2
11724,19,H50-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.06,2
11725,19,H50-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,250,5
11726,19,H50-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,200,5
11727,19,H50-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,7,1
11728,19,H50-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.09,2
11729,19,H50-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,167,5
11730,19,H50-20-3,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,8,1
11731,19,H50-20-3,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,0.12,2
11732,19,H50-20-3,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,143,5
11733,19,H50-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,37,28,1,0,0,0,0,1,1
11734,19,H50-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,7,1
11735,19,H50-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,37,28,1,0,0,0,0,0.01,2
11736,19,H50-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,0.08,2
11737,19,H50-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,167,5
11738,19,H50-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,2,1
11739,19,H50-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.02,2
11740,19,H50-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,1000,5
11741,19,H50-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,5,1
11742,19,H50-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.04,2
11743,19,H50-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,250,5
11744,19,H50-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,2,1
11745,19,H50-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,4,1
11746,19,H50-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,6,1
11747,19,H50-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.03,2
11748,19,H50-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,0.03,2
11749,19,H50-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.05,2
11750,19,H50-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,1000,5
11751,19,H50-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,333,5
11752,19,H50-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,200,5
11753,19,H52-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,2,1
11754,19,H52-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,5,1
11755,19,H52-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,0.12,2
11756,19,H52-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,0.27,2
11757,19,H52-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,1000,5
11758,19,H52-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,250,5
11759,19,H52-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,508,28,1,0,0,0,0,1,1
11760,19,H52-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,508,28,1,0,0,0,0,0.22,2
11761,19,H52-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,518,28,1,0,0,0,0,2,1
11762,19,H52-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,518,28,1,0,0,0,0,0.12,2
11763,19,H52-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,518,28,1,0,0,0,0,1000,5
11764,19,H52-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,545,28,1,0,0,0,0,3,1
11765,19,H52-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,451,28,1,0,0,0,0,3,1
11766,19,H52-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,545,28,1,0,0,0,0,0.23,2
11767,19,H52-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,451,28,1,0,0,0,0,0.31,2
11768,19,H52-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,545,28,1,0,0,0,0,500,5
11769,19,H52-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,451,28,1,0,0,0,0,500,5
11770,19,H52-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,1,1
11771,19,H52-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.01,2
11772,19,H52-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,485,28,1,0,0,0,0,1,1
11773,19,H52-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,485,28,1,0,0,0,0,0.15,2
11774,19,H52-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,3,1
11775,19,H52-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.23,2
11776,19,H52-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,500,5
11777,19,H52-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,483,28,1,0,0,0,0,2,1
11778,19,H52-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,483,28,1,0,0,0,0,0.21,2
11779,19,H52-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,483,28,1,0,0,0,0,1000,5
11780,19,H52-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,465,28,1,0,0,0,0,5,1
11781,19,H52-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,465,28,1,0,0,0,0,0.29,2
11782,19,H52-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,465,28,1,0,0,0,0,250,5
11783,19,H52-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,485,28,1,0,0,0,0,2,1
11784,19,H52-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,485,28,1,0,0,0,0,0.21,2
11785,19,H52-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,485,28,1,0,0,0,0,1000,5
11786,19,H52-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,429,28,1,0,0,0,0,5,1
11787,19,H52-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,429,28,1,0,0,0,0,0.27,2
11788,19,H52-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,429,28,1,0,0,0,0,250,5
11789,19,H52-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,445,28,1,0,0,0,0,2,1
11790,19,H52-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,445,28,1,0,0,0,0,0.15,2
11791,19,H52-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,445,28,1,0,0,0,0,1000,5
11792,19,H52-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,564,28,1,0,0,0,0,1,1
11793,19,H52-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,564,28,1,0,0,0,0,0.01,2
11794,19,H52-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,509,28,1,0,0,0,0,2,1
11795,19,H52-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,509,28,1,0,0,0,0,0.31,2
11796,19,H52-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,509,28,1,0,0,0,0,1000,5
11797,19,H52-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,438,28,1,0,0,0,0,3,1
11798,19,H52-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,438,28,1,0,0,0,0,0.29,2
11799,19,H52-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,438,28,1,0,0,0,0,500,5
11800,19,H52-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,500,28,1,0,0,0,0,4,1
11801,19,H52-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,500,28,1,0,0,0,0,0.31,2
11802,19,H52-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,500,28,1,0,0,0,0,333,5
11803,19,H52-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,445,28,1,0,0,0,0,2,1
11804,19,H52-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,445,28,1,0,0,0,0,0.26,2
11805,19,H52-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,445,28,1,0,0,0,0,1000,5
11806,19,H52-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,395,28,1,0,0,0,0,2,1
11807,19,H52-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,395,28,1,0,0,0,0,0.22,2
11808,19,H52-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,395,28,1,0,0,0,0,1000,5
11809,19,H52-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,470,28,1,0,0,0,0,2,1
11810,19,H52-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,470,28,1,0,0,0,0,0.17,2
11811,19,H52-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,470,28,1,0,0,0,0,1000,5
11812,19,H52-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,440,28,1,0,0,0,0,1,1
11813,19,H52-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,440,28,1,0,0,0,0,0.09,2
11814,19,H52-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,456,28,1,0,0,0,0,4,1
11815,19,H52-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,456,28,1,0,0,0,0,0.31,2
11816,19,H52-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,456,28,1,0,0,0,0,333,5
11817,19,H52-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,489,28,1,0,0,0,0,3,1
11818,19,H52-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,489,28,1,0,0,0,0,0.38,2
11819,19,H52-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,489,28,1,0,0,0,0,500,5
11820,19,H52-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,534,28,1,0,0,0,0,2,1
11821,19,H52-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,534,28,1,0,0,0,0,0.33,2
11822,19,H52-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,534,28,1,0,0,0,0,1000,5
11823,19,H52-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,498,28,1,0,0,0,0,5,1
11824,19,H52-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,498,28,1,0,0,0,0,0.31,2
11825,19,H52-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,498,28,1,0,0,0,0,250,5
11826,19,H52-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,1,28,1,0,0,0,0,2,1
11827,19,H52-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,1,28,1,0,0,0,0,0.12,2
11828,19,H52-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,1,28,1,0,0,0,0,1000,5
11829,19,H52-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,2,1
11830,19,H52-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,0.22,2
11831,19,H52-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,1000,5
11832,19,H52-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,2,1
11833,19,H52-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,0.32,2
11834,19,H52-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,1000,5
11835,19,H52-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,2,1
11836,19,H52-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.14,2
11837,19,H52-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,1000,5
11838,19,H52-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,430,28,1,0,0,0,0,3,1
11839,19,H52-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,430,28,1,0,0,0,0,0.38,2
11840,19,H52-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,430,28,1,0,0,0,0,500,5
11841,19,H52-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,2,1
11842,19,H52-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,0.4,2
11843,19,H52-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,1000,5
11844,19,H52-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,3,1
11845,19,H52-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,0.33,2
11846,19,H52-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,500,5
11847,19,H52-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,558,28,1,0,0,0,0,2,1
11848,19,H52-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,558,28,1,0,0,0,0,0.02,2
11849,19,H52-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,558,28,1,0,0,0,0,1000,5
11850,19,H52-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,519,28,1,0,0,0,0,3,1
11851,19,H52-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,519,28,1,0,0,0,0,0.51,2
11852,19,H52-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,519,28,1,0,0,0,0,500,5
11853,19,H52-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,490,28,1,0,0,0,0,2,1
11854,19,H52-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,490,28,1,0,0,0,0,0.46,2
11855,19,H52-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,490,28,1,0,0,0,0,1000,5
11856,19,H52-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,2,1
11857,19,H52-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,0.28,2
11858,19,H52-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,1000,5
11859,19,H52-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,556,28,1,0,0,0,0,2,1
11860,19,H52-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,556,28,1,0,0,0,0,0.02,2
11861,19,H52-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,556,28,1,0,0,0,0,1000,5
11862,19,H52-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,317,28,1,0,0,0,0,2,1
11863,19,H52-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,317,28,1,0,0,0,0,0.21,2
11864,19,H52-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,317,28,1,0,0,0,0,1000,5
11865,19,H52-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,502,28,1,0,0,0,0,3,1
11866,19,H52-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,502,28,1,0,0,0,0,0.33,2
11867,19,H52-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,502,28,1,0,0,0,0,500,5
11868,19,H52-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,494,28,1,0,0,0,0,3,1
11869,19,H52-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,494,28,1,0,0,0,0,0.47,2
11870,19,H52-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,494,28,1,0,0,0,0,500,5
11871,19,H52-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,460,28,1,0,0,0,0,3,1
11872,19,H52-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,460,28,1,0,0,0,0,0.42,2
11873,19,H52-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,460,28,1,0,0,0,0,500,5
11874,19,H52-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,5,1
11875,19,H52-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,0.19,2
11876,19,H52-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,250,5
11877,19,H52-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,3,1
11878,19,H52-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,0.16,2
11879,19,H52-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,500,5
11880,19,H52-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,4,1
11881,19,H52-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.13,2
11882,19,H52-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,333,5
11883,19,H52-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,6,1
11884,19,H52-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.24,2
11885,19,H52-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,200,5
11886,19,H52-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,3,1
11887,19,H52-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,0.15,2
11888,19,H52-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,500,5
11889,19,H52-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,4,1
11890,19,H52-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.15,2
11891,19,H52-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,333,5
11892,19,H52-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,6,1
11893,19,H52-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.22,2
11894,19,H52-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,200,5
11895,19,H52-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,238,28,1,0,0,0,0,1,1
11896,19,H52-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,238,28,1,0,0,0,0,0.02,2
11897,19,H52-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,2,1
11898,19,H52-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.12,2
11899,19,H52-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,1000,5
11900,19,H52-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,2,1
11901,19,H52-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.07,2
11902,19,H52-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,1000,5
11903,19,H52-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,6,1
11904,19,H52-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.22,2
11905,19,H52-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,200,5
11906,19,H52-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,1,1
11907,19,H52-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.09,2
11908,19,H52-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,1,1
11909,19,H52-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.11,2
11910,19,H52-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,6,1
11911,19,H52-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.26,2
11912,19,H52-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,200,5
11913,19,H52-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,265,28,1,0,0,0,0,5,1
11914,19,H52-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,265,28,1,0,0,0,0,0.14,2
11915,19,H52-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,265,28,1,0,0,0,0,250,5
11916,19,H52-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,1,1
11917,19,H52-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.02,2
11918,19,H52-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,1,1
11919,19,H52-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.13,2
11920,19,H52-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,2,1
11921,19,H52-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,5,1
11922,19,H52-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.11,2
11923,19,H52-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,0.17,2
11924,19,H52-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,1000,5
11925,19,H52-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,250,5
11926,19,H52-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,237,28,1,0,0,0,0,2,1
11927,19,H52-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,6,1
11928,19,H52-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,237,28,1,0,0,0,0,0.15,2
11929,19,H52-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,0.24,2
11930,19,H52-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,237,28,1,0,0,0,0,1000,5
11931,19,H52-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,200,5
11932,19,H52-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,5,1
11933,19,H52-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.14,2
11934,19,H52-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,250,5
11935,19,H52-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,2,1
11936,19,H52-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.07,2
11937,19,H52-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,1000,5
11938,19,H52-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,3,1
11939,19,H52-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.11,2
11940,19,H52-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,500,5
11941,19,H52-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,5,1
11942,19,H52-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,0.23,2
11943,19,H52-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,250,5
11944,19,H52-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,4,1
11945,19,H52-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,0.16,2
11946,19,H52-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,333,5
11947,19,H52-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,5,1
11948,19,H52-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,0.27,2
11949,19,H52-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,250,5
11950,19,H52-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,2,1
11951,19,H52-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.17,2
11952,19,H52-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,1000,5
11953,19,H52-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,3,1
11954,19,H52-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,0.14,2
11955,19,H52-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,500,5
11956,19,H52-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,3,1
11957,19,H52-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.11,2
11958,19,H52-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,500,5
11959,19,H52-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,2,1
11960,19,H52-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.14,2
11961,19,H52-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,1000,5
11962,19,H52-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,4,1
11963,19,H52-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,0.13,2
11964,19,H52-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,333,5
11965,19,H52-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,5,1
11966,19,H52-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,0.23,2
11967,19,H52-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,250,5
11968,19,H52-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,4,1
11969,19,H52-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.21,2
11970,19,H52-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,333,5
11971,19,H52-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,1,1
11972,19,H52-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.13,2
11973,19,H52-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
11974,19,H52-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,1,1
11975,19,H52-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.02,2
11976,19,H52-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,0.16,2
11977,19,H52-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,4,1
11978,19,H52-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.22,2
11979,19,H52-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,333,5
11980,19,H52-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,1,1
11981,19,H52-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,0.15,2
11982,19,H52-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,1,1
11983,19,H52-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.09,2
11984,19,H52-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,5,1
11985,19,H52-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,0.21,2
11986,19,H52-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,250,5
11987,19,H52-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,5,1
11988,19,H52-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,0.31,2
11989,19,H52-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,250,5
11990,19,H52-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,234,28,1,0,0,0,0,4,1
11991,19,H52-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,234,28,1,0,0,0,0,0.19,2
11992,19,H52-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,234,28,1,0,0,0,0,333,5
11993,19,H52-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,4,1
11994,19,H52-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.17,2
11995,19,H52-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,333,5
11996,19,H52-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,3,1
11997,19,H52-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,0.16,2
11998,19,H52-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,500,5
11999,19,H52-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,324,28,1,0,0,0,0,5,1
12000,19,H52-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,324,28,1,0,0,0,0,0.27,2
12001,19,H52-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,324,28,1,0,0,0,0,250,5
12002,19,H52-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,3,1
12003,19,H52-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,0.2,2
12004,19,H52-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,500,5
12005,19,H52-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,4,1
12006,19,H52-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,0.17,2
12007,19,H52-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,333,5
12008,19,H52-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,3,1
12009,19,H52-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.11,2
12010,19,H52-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,500,5
12011,19,H52-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,1,1
12012,19,H52-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.12,2
12013,19,H52-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,3,1
12014,19,H52-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.14,2
12015,19,H52-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,500,5
12016,19,H52-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,3,1
12017,19,H52-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,3,1
12018,19,H52-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,0.11,2
12019,19,H52-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,0.15,2
12020,19,H52-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,500,5
12021,19,H52-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,500,5
12022,19,H52-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,4,1
12023,19,H52-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.24,2
12024,19,H52-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,333,5
12025,19,H52-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,3,1
12026,19,H52-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.18,2
12027,19,H52-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,500,5
12028,19,H52-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,5,1
12029,19,H52-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,0.21,2
12030,19,H52-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,250,5
12031,19,H52-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,2,1
12032,19,H52-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.09,2
12033,19,H52-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,1000,5
12034,19,H52-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,1,1
12035,19,H52-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.02,2
12036,19,H52-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,2,1
12037,19,H52-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.13,2
12038,19,H52-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,1000,5
12039,19,H52-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,2,1
12040,19,H52-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.09,2
12041,19,H52-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,1000,5
12042,19,H52-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,3,1
12043,19,H52-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.13,2
12044,19,H52-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,500,5
12045,19,H52-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,2,1
12046,19,H52-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.16,2
12047,19,H52-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,1000,5
12048,19,H52-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,1,1
12049,19,H52-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.1,2
12050,19,H52-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,2,1
12051,19,H52-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,4,1
12052,19,H52-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.08,2
12053,19,H52-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,0.23,2
12054,19,H52-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,1000,5
12055,19,H52-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,333,5
12056,19,H52-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,1,1
12057,19,H52-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.13,2
12058,19,H52-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,4,1
12059,19,H52-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.18,2
12060,19,H52-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,333,5
12061,19,H52-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,4,1
12062,19,H52-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,6,1
12063,19,H52-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,0.18,2
12064,19,H52-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,0.26,2
12065,19,H52-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,333,5
12066,19,H52-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,200,5
12067,19,H52-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,237,28,1,0,0,0,0,1,1
12068,19,H52-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,237,28,1,0,0,0,0,0.03,2
12069,19,H52-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,1,1
12070,19,H52-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.12,2
12071,19,H52-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,6,1
12072,19,H52-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.2,2
12073,19,H52-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,200,5
12074,19,H52-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,4,1
12075,19,H52-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.21,2
12076,19,H52-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,333,5
12077,19,H52-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,3,1
12078,19,H52-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.17,2
12079,19,H52-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,500,5
12080,19,H52-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
12081,19,H52-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.03,2
12082,19,H52-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,2,1
12083,19,H52-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.15,2
12084,19,H52-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,1000,5
12085,19,H52-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,5,1
12086,19,H52-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,0.19,2
12087,19,H52-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,250,5
12088,19,H52-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,2,1
12089,19,H52-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,0.18,2
12090,19,H52-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,1000,5
12091,19,H52-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,3,1
12092,19,H52-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,0.19,2
12093,19,H52-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,500,5
12094,19,H52-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,3,1
12095,19,H52-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,6,1
12096,19,H52-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.13,2
12097,19,H52-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,0.23,2
12098,19,H52-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,500,5
12099,19,H52-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,200,5
12100,19,H52-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,2,1
12101,19,H52-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.2,2
12102,19,H52-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,1000,5
12103,19,H52-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,3,1
12104,19,H52-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.15,2
12105,19,H52-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,500,5
12106,19,H52-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,275,28,1,0,0,0,0,5,1
12107,19,H52-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,275,28,1,0,0,0,0,0.23,2
12108,19,H52-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,275,28,1,0,0,0,0,250,5
12109,19,H52-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,2,1
12110,19,H52-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.12,2
12111,19,H52-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,1000,5
12112,19,H52-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,2,1
12113,19,H52-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.11,2
12114,19,H52-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,1000,5
12115,19,H52-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,5,1
12116,19,H52-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,0.19,2
12117,19,H52-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,250,5
12118,19,H52-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,6,1
12119,19,H52-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.2,2
12120,19,H52-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,200,5
12121,19,H52-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,2,1
12122,19,H52-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.08,2
12123,19,H52-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,1000,5
12124,19,H52-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,3,1
12125,19,H52-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,0.22,2
12126,19,H52-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,500,5
12127,19,H52-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,6,1
12128,19,H52-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.12,2
12129,19,H52-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,200,5
12130,19,H52-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,3,1
12131,19,H52-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.06,2
12132,19,H52-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,500,5
12133,19,H52-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,6,1
12134,19,H52-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.09,2
12135,19,H52-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,200,5
12136,19,H52-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,3,1
12137,19,H52-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.06,2
12138,19,H52-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,500,5
12139,19,H52-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,6,1
12140,19,H52-20-1,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,7,1
12141,19,H52-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,0.08,2
12142,19,H52-20-1,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.14,2
12143,19,H52-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,200,5
12144,19,H52-20-1,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,167,5
12145,19,H52-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,2,1
12146,19,H52-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.04,2
12147,19,H52-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,1000,5
12148,19,H52-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,1,1
12149,19,H52-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.06,2
12150,19,H52-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,5,1
12151,19,H52-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.07,2
12152,19,H52-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,250,5
12153,19,H52-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,3,1
12154,19,H52-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.04,2
12155,19,H52-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,500,5
12156,19,H52-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,2,1
12157,19,H52-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,3,1
12158,19,H52-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,0.04,2
12159,19,H52-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,0.07,2
12160,19,H52-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,1000,5
12161,19,H52-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,500,5
12162,19,H52-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,7,1
12163,19,H52-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.12,2
12164,19,H52-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,167,5
12165,19,H52-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,6,1
12166,19,H52-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.08,2
12167,19,H52-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,200,5
12168,19,H52-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,2,1
12169,19,H52-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.06,2
12170,19,H52-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,1000,5
12171,19,H52-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,6,1
12172,19,H52-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,0.08,2
12173,19,H52-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,200,5
12174,19,H52-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,5,1
12175,19,H52-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,0.06,2
12176,19,H52-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,250,5
12177,19,H52-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,4,1
12178,19,H52-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.07,2
12179,19,H52-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,333,5
12180,19,H52-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,5,1
12181,19,H52-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.08,2
12182,19,H52-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,250,5
12183,19,H52-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
12184,19,H52-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.04,2
12185,19,H52-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,6,1
12186,19,H52-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.1,2
12187,19,H52-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,200,5
12188,19,H52-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,4,1
12189,19,H52-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.06,2
12190,19,H52-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,333,5
12191,19,H52-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,7,1
12192,19,H52-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.12,2
12193,19,H52-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,167,5
12194,19,H52-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,3,1
12195,19,H52-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,5,1
12196,19,H52-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
12197,19,H52-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,0.08,2
12198,19,H52-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,500,5
12199,19,H52-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,250,5
12200,19,H52-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,5,1
12201,19,H52-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.06,2
12202,19,H52-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,250,5
12203,19,H52-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,4,1
12204,19,H52-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.07,2
12205,19,H52-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,333,5
12206,19,H52-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,42,28,1,0,0,0,0,1,1
12207,19,H52-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,42,28,1,0,0,0,0,0.01,2
12208,19,H52-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,4,1
12209,19,H52-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,5,1
12210,19,H52-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.07,2
12211,19,H52-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.09,2
12212,19,H52-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,333,5
12213,19,H52-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,250,5
12214,19,H52-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,3,1
12215,19,H52-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.06,2
12216,19,H52-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,500,5
12217,19,H52-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,4,1
12218,19,H52-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.06,2
12219,19,H52-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,333,5
12220,19,H52-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,6,1
12221,19,H52-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.11,2
12222,19,H52-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,200,5
12223,19,H52-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,1,1
12224,19,H52-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.04,2
12225,19,H52-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,5,1
12226,19,H52-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.07,2
12227,19,H52-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,250,5
12228,19,H52-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,6,1
12229,19,H52-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.1,2
12230,19,H52-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,200,5
12231,19,H52-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,1,1
12232,19,H52-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.01,2
12233,19,H52-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,1,1
12234,19,H52-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.05,2
12235,19,N10-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,1,1
12236,19,N10-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,1,1
12237,19,N10-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,1,1
12238,19,N10-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,2,1
12239,19,N10-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,2,1
12240,19,N10-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,2,1
12241,19,N10-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,2,1
12242,19,N10-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,2,1
12243,19,N10-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,3,1
12244,19,N10-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,3,1
12245,19,N10-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,3,1
12246,19,N10-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,3,1
12247,19,N10-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,3,1
12248,19,N10-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,3,1
12249,19,N10-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,4,1
12250,19,N10-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,4,1
12251,19,N10-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,4,1
12252,19,N10-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,4,1
12253,19,N10-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,4,1
12254,19,N10-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,4,1
12255,19,N10-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,0.07,2
12256,19,N10-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.07,2
12257,19,N10-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.15,2
12258,19,N10-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,0.12,2
12259,19,N10-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,0.12,2
12260,19,N10-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,0.15,2
12261,19,N10-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.16,2
12262,19,N10-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.18,2
12263,19,N10-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.15,2
12264,19,N10-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,0.15,2
12265,19,N10-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.17,2
12266,19,N10-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.18,2
12267,19,N10-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.21,2
12268,19,N10-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.24,2
12269,19,N10-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.22,2
12270,19,N10-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.22,2
12271,19,N10-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.23,2
12272,19,N10-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.27,2
12273,19,N10-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.29,2
12274,19,N10-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,0.32,2
12275,19,N10-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,-1,28,1,0,0,0,0,0.001,4
12276,19,N10-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.003,4
12277,19,N10-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.052,4
12278,19,N10-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.099,4
12279,19,N10-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,0.122,4
12280,19,N10-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,0.166,4
12281,19,N10-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.205,4
12282,19,N10-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.237,4
12283,19,N10-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,0.235,4
12284,19,N10-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.239,4
12285,19,N10-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.252,4
12286,19,N10-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.29,4
12287,19,N10-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.325,4
12288,19,N10-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.338,4
12289,19,N10-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.34,4
12290,19,N10-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.372,4
12291,19,N10-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.396,4
12292,19,N10-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,0.338,4
12293,19,N10-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,1000,5
12294,19,N10-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,1000,5
12295,19,N10-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,1000,5
12296,19,N10-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,1000,5
12297,19,N10-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,1000,5
12298,19,N10-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,500,5
12299,19,N10-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,500,5
12300,19,N10-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,500,5
12301,19,N10-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,500,5
12302,19,N10-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,500,5
12303,19,N10-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,500,5
12304,19,N10-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,333,5
12305,19,N10-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,333,5
12306,19,N10-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,333,5
12307,19,N10-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,333,5
12308,19,N10-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,333,5
12309,19,N10-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,333,5
12310,19,N10-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,1,1
12311,19,N10-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,1,1
12312,19,N10-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,1,1
12313,19,N10-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,1,1
12314,19,N10-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,1,1
12315,19,N10-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,1,1
12316,19,N10-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,2,1
12317,19,N10-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,234,28,1,0,0,0,0,2,1
12318,19,N10-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,2,1
12319,19,N10-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,2,1
12320,19,N10-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,2,1
12321,19,N10-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,3,1
12322,19,N10-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,3,1
12323,19,N10-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,3,1
12324,19,N10-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,3,1
12325,19,N10-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,3,1
12326,19,N10-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,4,1
12327,19,N10-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,4,1
12328,19,N10-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,4,1
12329,19,N10-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,4,1
12330,19,N10-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,4,1
12331,19,N10-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,4,1
12332,19,N10-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.07,2
12333,19,N10-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.07,2
12334,19,N10-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.1,2
12335,19,N10-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,0.13,2
12336,19,N10-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,0.15,2
12337,19,N10-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.18,2
12338,19,N10-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.14,2
12339,19,N10-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,234,28,1,0,0,0,0,0.14,2
12340,19,N10-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,0.15,2
12341,19,N10-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,0.16,2
12342,19,N10-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.18,2
12343,19,N10-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.16,2
12344,19,N10-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.16,2
12345,19,N10-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,0.18,2
12346,19,N10-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,0.2,2
12347,19,N10-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,0.22,2
12348,19,N10-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.2,2
12349,19,N10-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,0.2,2
12350,19,N10-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,0.21,2
12351,19,N10-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.23,2
12352,19,N10-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.27,2
12353,19,N10-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,0.31,2
12354,19,N10-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,-1,28,1,0,0,0,0,0.001,4
12355,19,N10-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.003,4
12356,19,N10-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.006,4
12357,19,N10-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.1,4
12358,19,N10-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.122,4
12359,19,N10-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,0.152,4
12360,19,N10-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,0.176,4
12361,19,N10-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.204,4
12362,19,N10-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.189,4
12363,19,N10-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,0.195,4
12364,19,N10-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,0.201,4
12365,19,N10-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.21,4
12366,19,N10-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.201,4
12367,19,N10-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,0.208,4
12368,19,N10-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,0.236,4
12369,19,N10-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,0.263,4
12370,19,N10-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,0.253,4
12371,19,N10-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,0.262,4
12372,19,N10-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.278,4
12373,19,N10-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.318,4
12374,19,N10-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,0.37,4
12375,19,N10-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,1000,5
12376,19,N10-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,234,28,1,0,0,0,0,1000,5
12377,19,N10-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,1000,5
12378,19,N10-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,1000,5
12379,19,N10-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,1000,5
12380,19,N10-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,500,5
12381,19,N10-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,500,5
12382,19,N10-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,500,5
12383,19,N10-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,500,5
12384,19,N10-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,500,5
12385,19,N10-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,333,5
12386,19,N10-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,333,5
12387,19,N10-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,333,5
12388,19,N10-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,333,5
12389,19,N10-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,333,5
12390,19,N10-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,333,5
12391,19,N10-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,1,1
12392,19,N10-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,1,1
12393,19,N10-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,1,1
12394,19,N10-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,1,1
12395,19,N10-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,2,1
12396,19,N10-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,2,1
12397,19,N10-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,2,1
12398,19,N10-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,2,1
12399,19,N10-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,3,1
12400,19,N10-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,3,1
12401,19,N10-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,3,1
12402,19,N10-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,3,1
12403,19,N10-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,3,1
12404,19,N10-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,3,1
12405,19,N10-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,3,1
12406,19,N10-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,412,28,1,0,0,0,0,4,1
12407,19,N10-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,4,1
12408,19,N10-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,4,1
12409,19,N10-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,4,1
12410,19,N10-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,0.12,2
12411,19,N10-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,0.12,2
12412,19,N10-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.17,2
12413,19,N10-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,0.22,2
12414,19,N10-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,0.17,2
12415,19,N10-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.17,2
12416,19,N10-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,0.2,2
12417,19,N10-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.22,2
12418,19,N10-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,0.19,2
12419,19,N10-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.19,2
12420,19,N10-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,0.21,2
12421,19,N10-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,0.22,2
12422,19,N10-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.26,2
12423,19,N10-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.29,2
12424,19,N10-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.32,2
12425,19,N10-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,412,28,1,0,0,0,0,0.11,2
12426,19,N10-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.3,2
12427,19,N10-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.32,2
12428,19,N10-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,0.34,2
12429,19,N10-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,-2,28,1,0,0,0,0,0.001,4
12430,19,N10-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.004,4
12431,19,N10-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.005,4
12432,19,N10-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,0.138,4
12433,19,N10-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.188,4
12434,19,N10-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,0.236,4
12435,19,N10-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.217,4
12436,19,N10-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,0.228,4
12437,19,N10-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.243,4
12438,19,N10-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.243,4
12439,19,N10-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,0.253,4
12440,19,N10-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,0.262,4
12441,19,N10-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.295,4
12442,19,N10-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.331,4
12443,19,N10-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.364,4
12444,19,N10-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.377,4
12445,19,N10-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.391,4
12446,19,N10-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,0.362,4
12447,19,N10-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,1000,5
12448,19,N10-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,1000,5
12449,19,N10-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,1000,5
12450,19,N10-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,1000,5
12451,19,N10-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,500,5
12452,19,N10-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,500,5
12453,19,N10-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,500,5
12454,19,N10-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,500,5
12455,19,N10-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,500,5
12456,19,N10-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,500,5
12457,19,N10-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,500,5
12458,19,N10-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,412,28,1,0,0,0,0,333,5
12459,19,N10-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,333,5
12460,19,N10-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,333,5
12461,19,N10-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,333,5
12462,19,N10-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,1,1
12463,19,N10-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,1,1
12464,19,N10-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,1,1
12465,19,N10-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,2,1
12466,19,N10-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,2,1
12467,19,N10-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,2,1
12468,19,N10-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,3,1
12469,19,N10-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,3,1
12470,19,N10-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,3,1
12471,19,N10-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,4,1
12472,19,N10-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,4,1
12473,19,N10-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,4,1
12474,19,N10-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,5,1
12475,19,N10-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,5,1
12476,19,N10-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,5,1
12477,19,N10-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,5,1
12478,19,N10-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,5,1
12479,19,N10-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,6,1
12480,19,N10-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,6,1
12481,19,N10-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,6,1
12482,19,N10-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,6,1
12483,19,N10-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,317,28,1,0,0,0,0,6,1
12484,19,N10-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.04,2
12485,19,N10-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,0.04,2
12486,19,N10-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.05,2
12487,19,N10-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,0.05,2
12488,19,N10-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.05,2
12489,19,N10-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.06,2
12490,19,N10-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.06,2
12491,19,N10-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.06,2
12492,19,N10-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.07,2
12493,19,N10-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.07,2
12494,19,N10-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.07,2
12495,19,N10-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,0.07,2
12496,19,N10-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.09,2
12497,19,N10-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.09,2
12498,19,N10-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.09,2
12499,19,N10-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.11,2
12500,19,N10-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.14,2
12501,19,N10-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.13,2
12502,19,N10-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,0.14,2
12503,19,N10-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,0.15,2
12504,19,N10-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,0.17,2
12505,19,N10-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,317,28,1,0,0,0,0,0.22,2
12506,19,N10-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.002,4
12507,19,N10-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.005,4
12508,19,N10-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.007,4
12509,19,N10-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,0.051,4
12510,19,N10-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.061,4
12511,19,N10-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.072,4
12512,19,N10-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.075,4
12513,19,N10-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.077,4
12514,19,N10-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.08,4
12515,19,N10-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.079,4
12516,19,N10-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,0.087,4
12517,19,N10-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.114,4
12518,19,N10-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.122,4
12519,19,N10-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.152,4
12520,19,N10-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.192,4
12521,19,N10-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.201,4
12522,19,N10-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,0.215,4
12523,19,N10-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,0.229,4
12524,19,N10-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,0.257,4
12525,19,N10-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,317,28,1,0,0,0,0,0.337,4
12526,19,N10-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,1000,5
12527,19,N10-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,1000,5
12528,19,N10-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,1000,5
12529,19,N10-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,500,5
12530,19,N10-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,500,5
12531,19,N10-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,500,5
12532,19,N10-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,333,5
12533,19,N10-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,333,5
12534,19,N10-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,333,5
12535,19,N10-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,250,5
12536,19,N10-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,250,5
12537,19,N10-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,250,5
12538,19,N10-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,250,5
12539,19,N10-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,250,5
12540,19,N10-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,200,5
12541,19,N10-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,200,5
12542,19,N10-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,200,5
12543,19,N10-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,200,5
12544,19,N10-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,317,28,1,0,0,0,0,200,5
12545,19,N10-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,1,1
12546,19,N10-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,1,1
12547,19,N10-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,1,1
12548,19,N10-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,2,1
12549,19,N10-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,2,1
12550,19,N10-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,2,1
12551,19,N10-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,3,1
12552,19,N10-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,3,1
12553,19,N10-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,3,1
12554,19,N10-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,4,1
12555,19,N10-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,4,1
12556,19,N10-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,4,1
12557,19,N10-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,5,1
12558,19,N10-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,5,1
12559,19,N10-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,5,1
12560,19,N10-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,5,1
12561,19,N10-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,5,1
12562,19,N10-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,5,1
12563,19,N10-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,5,1
12564,19,N10-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.03,2
12565,19,N10-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.03,2
12566,19,N10-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.04,2
12567,19,N10-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.04,2
12568,19,N10-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.04,2
12569,19,N10-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.05,2
12570,19,N10-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.05,2
12571,19,N10-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.05,2
12572,19,N10-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.06,2
12573,19,N10-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.07,2
12574,19,N10-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.07,2
12575,19,N10-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.01,2
12576,19,N10-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.07,2
12577,19,N10-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.07,2
12578,19,N10-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.08,2
12579,19,N10-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.12,2
12580,19,N10-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.15,2
12581,19,N10-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.19,2
12582,19,N10-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.25,2
12583,19,N10-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.002,4
12584,19,N10-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.04,4
12585,19,N10-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.046,4
12586,19,N10-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.061,4
12587,19,N10-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.062,4
12588,19,N10-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.065,4
12589,19,N10-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.065,4
12590,19,N10-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.072,4
12591,19,N10-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.074,4
12592,19,N10-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.092,4
12593,19,N10-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.117,4
12594,19,N10-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.166,4
12595,19,N10-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.207,4
12596,19,N10-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.207,4
12597,19,N10-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.248,4
12598,19,N10-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.352,4
12599,19,N10-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,1000,5
12600,19,N10-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,1000,5
12601,19,N10-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,1000,5
12602,19,N10-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,500,5
12603,19,N10-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,500,5
12604,19,N10-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,500,5
12605,19,N10-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,333,5
12606,19,N10-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,333,5
12607,19,N10-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,333,5
12608,19,N10-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,250,5
12609,19,N10-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,250,5
12610,19,N10-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,250,5
12611,19,N10-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,250,5
12612,19,N10-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,250,5
12613,19,N10-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,250,5
12614,19,N10-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,250,5
12615,19,N10-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,1,1
12616,19,N10-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1,1
12617,19,N10-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,3,1
12618,19,N10-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,3,1
12619,19,N10-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,4,1
12620,19,N10-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,4,1
12621,19,N10-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,4,1
12622,19,N10-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,4,1
12623,19,N10-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,5,1
12624,19,N10-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,5,1
12625,19,N10-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,5,1
12626,19,N10-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,5,1
12627,19,N10-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,5,1
12628,19,N10-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,6,1
12629,19,N10-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,6,1
12630,19,N10-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,6,1
12631,19,N10-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,6,1
12632,19,N10-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,6,1
12633,19,N10-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,7,1
12634,19,N10-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,7,1
12635,19,N10-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,7,1
12636,19,N10-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,7,1
12637,19,N10-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,7,1
12638,19,N10-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,7,1
12639,19,N10-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,7,1
12640,19,N10-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,0.02,2
12641,19,N10-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.02,2
12642,19,N10-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.03,2
12643,19,N10-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.03,2
12644,19,N10-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.03,2
12645,19,N10-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.03,2
12646,19,N10-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.04,2
12647,19,N10-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.05,2
12648,19,N10-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.05,2
12649,19,N10-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.05,2
12650,19,N10-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.05,2
12651,19,N10-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.05,2
12652,19,N10-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.05,2
12653,19,N10-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
12654,19,N10-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.05,2
12655,19,N10-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.06,2
12656,19,N10-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.06,2
12657,19,N10-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.07,2
12658,19,N10-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.07,2
12659,19,N10-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,0.07,2
12660,19,N10-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.07,2
12661,19,N10-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.08,2
12662,19,N10-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.1,2
12663,19,N10-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.12,2
12664,19,N10-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,0.14,2
12665,19,N10-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,32,28,1,0,0,0,0,0.003,4
12666,19,N10-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.026,4
12667,19,N10-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.042,4
12668,19,N10-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.047,4
12669,19,N10-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.054,4
12670,19,N10-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.06,4
12671,19,N10-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.059,4
12672,19,N10-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.062,4
12673,19,N10-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.065,4
12674,19,N10-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.068,4
12675,19,N10-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.07,4
12676,19,N10-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.072,4
12677,19,N10-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.08,4
12678,19,N10-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.092,4
12679,19,N10-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,0.097,4
12680,19,N10-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.097,4
12681,19,N10-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.111,4
12682,19,N10-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.129,4
12683,19,N10-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.149,4
12684,19,N10-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,0.174,4
12685,19,N10-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,500,5
12686,19,N10-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,500,5
12687,19,N10-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,333,5
12688,19,N10-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,333,5
12689,19,N10-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,333,5
12690,19,N10-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,333,5
12691,19,N10-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,250,5
12692,19,N10-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,250,5
12693,19,N10-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,250,5
12694,19,N10-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,250,5
12695,19,N10-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,250,5
12696,19,N10-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,200,5
12697,19,N10-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,200,5
12698,19,N10-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,200,5
12699,19,N10-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,200,5
12700,19,N10-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,200,5
12701,19,N10-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,167,5
12702,19,N10-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,167,5
12703,19,N10-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,167,5
12704,19,N10-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,167,5
12705,19,N10-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,167,5
12706,19,N10-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,167,5
12707,19,N10-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,167,5
12708,19,N10-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,51,28,1,0,0,0,0,1,1
12709,19,N10-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,1,1
12710,19,N10-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,2,1
12711,19,N10-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,2,1
12712,19,N10-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,3,1
12713,19,N10-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,3,1
12714,19,N10-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,4,1
12715,19,N10-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,4,1
12716,19,N10-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,4,1
12717,19,N10-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,5,1
12718,19,N10-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,5,1
12719,19,N10-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,5,1
12720,19,N10-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,5,1
12721,19,N10-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,5,1
12722,19,N10-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,5,1
12723,19,N10-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,7,1
12724,19,N10-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,7,1
12725,19,N10-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,7,1
12726,19,N10-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,7,1
12727,19,N10-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,7,1
12728,19,N10-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,7,1
12729,19,N10-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,7,1
12730,19,N10-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,7,1
12731,19,N10-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,7,1
12732,19,N10-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,51,28,1,0,0,0,0,0.01,2
12733,19,N10-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,0.01,2
12734,19,N10-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.02,2
12735,19,N10-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.02,2
12736,19,N10-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.03,2
12737,19,N10-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.03,2
12738,19,N10-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.03,2
12739,19,N10-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.03,2
12740,19,N10-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.03,2
12741,19,N10-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.03,2
12742,19,N10-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.03,2
12743,19,N10-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.04,2
12744,19,N10-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
12745,19,N10-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.05,2
12746,19,N10-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.06,2
12747,19,N10-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.05,2
12748,19,N10-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.05,2
12749,19,N10-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,0.06,2
12750,19,N10-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.07,2
12751,19,N10-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.08,2
12752,19,N10-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,0.1,2
12753,19,N10-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.12,2
12754,19,N10-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.14,2
12755,19,N10-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.14,2
12756,19,N10-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,33,28,1,0,0,0,0,0.002,4
12757,19,N10-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,51,28,1,0,0,0,0,0.012,4
12758,19,N10-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,0.028,4
12759,19,N10-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.035,4
12760,19,N10-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.037,4
12761,19,N10-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.038,4
12762,19,N10-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.04,4
12763,19,N10-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.043,4
12764,19,N10-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.045,4
12765,19,N10-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.052,4
12766,19,N10-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.058,4
12767,19,N10-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.069,4
12768,19,N10-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.073,4
12769,19,N10-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,0.082,4
12770,19,N10-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.1,4
12771,19,N10-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.122,4
12772,19,N10-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,0.145,4
12773,19,N10-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.176,4
12774,19,N10-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.151,4
12775,19,N10-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.153,4
12776,19,N10-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,1000,5
12777,19,N10-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,1000,5
12778,19,N10-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,500,5
12779,19,N10-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,500,5
12780,19,N10-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,333,5
12781,19,N10-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,333,5
12782,19,N10-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,333,5
12783,19,N10-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,250,5
12784,19,N10-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,250,5
12785,19,N10-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,250,5
12786,19,N10-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,250,5
12787,19,N10-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,250,5
12788,19,N10-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,250,5
12789,19,N10-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,167,5
12790,19,N10-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,167,5
12791,19,N10-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,167,5
12792,19,N10-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,167,5
12793,19,N10-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,167,5
12794,19,N10-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,167,5
12795,19,N10-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,167,5
12796,19,N10-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,167,5
12797,19,N10-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,167,5
12798,19,N10-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,2,1
12799,19,N10-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,2,1
12800,19,N10-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,3,1
12801,19,N10-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,3,1
12802,19,N10-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,3,1
12803,19,N10-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,4,1
12804,19,N10-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,4,1
12805,19,N10-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,4,1
12806,19,N10-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,4,1
12807,19,N10-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,5,1
12808,19,N10-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,5,1
12809,19,N10-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,5,1
12810,19,N10-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,5,1
12811,19,N10-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,6,1
12812,19,N10-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,6,1
12813,19,N10-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,6,1
12814,19,N10-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,7,1
12815,19,N10-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,7,1
12816,19,N10-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,7,1
12817,19,N10-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,8,1
12818,19,N10-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,8,1
12819,19,N10-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,8,1
12820,19,N10-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,8,1
12821,19,N10-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,8,1
12822,19,N10-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,8,1
12823,19,N10-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.03,2
12824,19,N10-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,0.03,2
12825,19,N10-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.03,2
12826,19,N10-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,0.03,2
12827,19,N10-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.03,2
12828,19,N10-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.03,2
12829,19,N10-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.03,2
12830,19,N10-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.03,2
12831,19,N10-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.04,2
12832,19,N10-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.04,2
12833,19,N10-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.04,2
12834,19,N10-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
12835,19,N10-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.04,2
12836,19,N10-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.04,2
12837,19,N10-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.04,2
12838,19,N10-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.05,2
12839,19,N10-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.05,2
12840,19,N10-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.05,2
12841,19,N10-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.06,2
12842,19,N10-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.06,2
12843,19,N10-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,0.06,2
12844,19,N10-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.07,2
12845,19,N10-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.08,2
12846,19,N10-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.09,2
12847,19,N10-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,0.13,2
12848,19,N10-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.033,4
12849,19,N10-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.045,4
12850,19,N10-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.045,4
12851,19,N10-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.053,4
12852,19,N10-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.052,4
12853,19,N10-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.056,4
12854,19,N10-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.06,4
12855,19,N10-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.058,4
12856,19,N10-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.062,4
12857,19,N10-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.066,4
12858,19,N10-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.078,4
12859,19,N10-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,0.08,4
12860,19,N10-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.081,4
12861,19,N10-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.096,4
12862,19,N10-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.114,4
12863,19,N10-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,0.166,4
12864,19,N10-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,1000,5
12865,19,N10-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,1000,5
12866,19,N10-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,500,5
12867,19,N10-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,500,5
12868,19,N10-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,500,5
12869,19,N10-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,333,5
12870,19,N10-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,333,5
12871,19,N10-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,333,5
12872,19,N10-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,333,5
12873,19,N10-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,250,5
12874,19,N10-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,250,5
12875,19,N10-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,250,5
12876,19,N10-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,250,5
12877,19,N10-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,200,5
12878,19,N10-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,200,5
12879,19,N10-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,200,5
12880,19,N10-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,167,5
12881,19,N10-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,167,5
12882,19,N10-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,167,5
12883,19,N10-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,143,5
12884,19,N10-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,143,5
12885,19,N10-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,143,5
12886,19,N10-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,143,5
12887,19,N10-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,143,5
12888,19,N10-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,143,5
12889,19,N12-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,1,1
12890,19,N12-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,1,1
12891,19,N12-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,285,28,1,0,0,0,0,1,1
12892,19,N12-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,1,1
12893,19,N12-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,1,1
12894,19,N12-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,1,1
12895,19,N12-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,367,28,1,0,0,0,0,2,1
12896,19,N12-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,297,28,1,0,0,0,0,2,1
12897,19,N12-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,2,1
12898,19,N12-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,2,1
12899,19,N12-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,3,1
12900,19,N12-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,3,1
12901,19,N12-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,3,1
12902,19,N12-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,3,1
12903,19,N12-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,3,1
12904,19,N12-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,396,28,1,0,0,0,0,4,1
12905,19,N12-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,319,28,1,0,0,0,0,4,1
12906,19,N12-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,358,28,1,0,0,0,0,4,1
12907,19,N12-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,4,1
12908,19,N12-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,5,1
12909,19,N12-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,5,1
12910,19,N12-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,5,1
12911,19,N12-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,5,1
12912,19,N12-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.08,2
12913,19,N12-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,0.08,2
12914,19,N12-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,285,28,1,0,0,0,0,0.12,2
12915,19,N12-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.14,2
12916,19,N12-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,0.15,2
12917,19,N12-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,0.17,2
12918,19,N12-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,367,28,1,0,0,0,0,0.14,2
12919,19,N12-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,297,28,1,0,0,0,0,0.14,2
12920,19,N12-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.16,2
12921,19,N12-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.18,2
12922,19,N12-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,0.16,2
12923,19,N12-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,0.16,2
12924,19,N12-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,0.18,2
12925,19,N12-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.2,2
12926,19,N12-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,0.22,2
12927,19,N12-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,396,28,1,0,0,0,0,0.19,2
12928,19,N12-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,319,28,1,0,0,0,0,0.19,2
12929,19,N12-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,358,28,1,0,0,0,0,0.21,2
12930,19,N12-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,0.22,2
12931,19,N12-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,0.21,2
12932,19,N12-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,0.23,2
12933,19,N12-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,0.24,2
12934,19,N12-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,0.26,2
12935,19,N12-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.002,4
12936,19,N12-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.004,4
12937,19,N12-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.005,4
12938,19,N12-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,0.097,4
12939,19,N12-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,285,28,1,0,0,0,0,0.121,4
12940,19,N12-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.144,4
12941,19,N12-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,0.155,4
12942,19,N12-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,0.174,4
12943,19,N12-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,297,28,1,0,0,0,0,0.171,4
12944,19,N12-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.176,4
12945,19,N12-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.19,4
12946,19,N12-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,0.173,4
12947,19,N12-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,0.191,4
12948,19,N12-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.226,4
12949,19,N12-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,0.255,4
12950,19,N12-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,319,28,1,0,0,0,0,0.238,4
12951,19,N12-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,358,28,1,0,0,0,0,0.25,4
12952,19,N12-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,0.264,4
12953,19,N12-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,0.257,4
12954,19,N12-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,0.273,4
12955,19,N12-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,0.281,4
12956,19,N12-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,0.308,4
12957,19,N12-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,367,28,1,0,0,0,0,1000,5
12958,19,N12-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,297,28,1,0,0,0,0,1000,5
12959,19,N12-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,1000,5
12960,19,N12-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,1000,5
12961,19,N12-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,500,5
12962,19,N12-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,500,5
12963,19,N12-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,500,5
12964,19,N12-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,500,5
12965,19,N12-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,500,5
12966,19,N12-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,396,28,1,0,0,0,0,333,5
12967,19,N12-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,319,28,1,0,0,0,0,333,5
12968,19,N12-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,358,28,1,0,0,0,0,333,5
12969,19,N12-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,333,5
12970,19,N12-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,250,5
12971,19,N12-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,250,5
12972,19,N12-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,250,5
12973,19,N12-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,250,5
12974,19,N12-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,313,28,1,0,0,0,0,1,1
12975,19,N12-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,1,1
12976,19,N12-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,1,1
12977,19,N12-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,1,1
12978,19,N12-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,1,1
12979,19,N12-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,2,1
12980,19,N12-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,2,1
12981,19,N12-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,2,1
12982,19,N12-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,2,1
12983,19,N12-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,2,1
12984,19,N12-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,3,1
12985,19,N12-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,3,1
12986,19,N12-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,3,1
12987,19,N12-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,349,28,1,0,0,0,0,3,1
12988,19,N12-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,4,1
12989,19,N12-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,4,1
12990,19,N12-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,4,1
12991,19,N12-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,4,1
12992,19,N12-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,4,1
12993,19,N12-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,429,28,1,0,0,0,0,4,1
12994,19,N12-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,4,1
12995,19,N12-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,313,28,1,0,0,0,0,0.09,2
12996,19,N12-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,0.09,2
12997,19,N12-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.13,2
12998,19,N12-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.16,2
12999,19,N12-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.18,2
13000,19,N12-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.14,2
13001,19,N12-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.14,2
13002,19,N12-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.18,2
13003,19,N12-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.2,2
13004,19,N12-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,0.22,2
13005,19,N12-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.17,2
13006,19,N12-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,0.17,2
13007,19,N12-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.19,2
13008,19,N12-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,349,28,1,0,0,0,0,0.23,2
13009,19,N12-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,0.21,2
13010,19,N12-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,0.21,2
13011,19,N12-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.23,2
13012,19,N12-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,0.24,2
13013,19,N12-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,0.27,2
13014,19,N12-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,429,28,1,0,0,0,0,0.29,2
13015,19,N12-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,0.32,2
13016,19,N12-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
13017,19,N12-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.003,4
13018,19,N12-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.005,4
13019,19,N12-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,0.109,4
13020,19,N12-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.135,4
13021,19,N12-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.168,4
13022,19,N12-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.185,4
13023,19,N12-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.179,4
13024,19,N12-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.192,4
13025,19,N12-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.204,4
13026,19,N12-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,0.218,4
13027,19,N12-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,0.207,4
13028,19,N12-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.214,4
13029,19,N12-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,349,28,1,0,0,0,0,0.253,4
13030,19,N12-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,0.267,4
13031,19,N12-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.281,4
13032,19,N12-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,0.295,4
13033,19,N12-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,0.329,4
13034,19,N12-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,429,28,1,0,0,0,0,0.348,4
13035,19,N12-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,0.369,4
13036,19,N12-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,1000,5
13037,19,N12-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,1000,5
13038,19,N12-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,1000,5
13039,19,N12-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,1000,5
13040,19,N12-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,1000,5
13041,19,N12-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,500,5
13042,19,N12-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,500,5
13043,19,N12-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,500,5
13044,19,N12-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,349,28,1,0,0,0,0,500,5
13045,19,N12-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,333,5
13046,19,N12-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,333,5
13047,19,N12-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,333,5
13048,19,N12-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,333,5
13049,19,N12-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,333,5
13050,19,N12-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,429,28,1,0,0,0,0,333,5
13051,19,N12-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,333,5
13052,19,N12-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,290,28,1,0,0,0,0,1,1
13053,19,N12-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,1,1
13054,19,N12-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,1,1
13055,19,N12-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,1,1
13056,19,N12-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,1,1
13057,19,N12-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,2,1
13058,19,N12-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,257,28,1,0,0,0,0,2,1
13059,19,N12-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,2,1
13060,19,N12-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,2,1
13061,19,N12-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,3,1
13062,19,N12-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,3,1
13063,19,N12-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,290,28,1,0,0,0,0,0.07,2
13064,19,N12-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.07,2
13065,19,N12-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,0.1,2
13066,19,N12-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.12,2
13067,19,N12-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.15,2
13068,19,N12-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.14,2
13069,19,N12-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,257,28,1,0,0,0,0,0.14,2
13070,19,N12-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.16,2
13071,19,N12-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,0.19,2
13072,19,N12-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.17,2
13073,19,N12-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.17,2
13074,19,N12-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.002,4
13075,19,N12-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,0.004,4
13076,19,N12-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,0.007,4
13077,19,N12-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.092,4
13078,19,N12-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,0.114,4
13079,19,N12-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.138,4
13080,19,N12-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.165,4
13081,19,N12-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,257,28,1,0,0,0,0,0.153,4
13082,19,N12-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.174,4
13083,19,N12-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,0.214,4
13084,19,N12-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.223,4
13085,19,N12-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,1000,5
13086,19,N12-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,257,28,1,0,0,0,0,1000,5
13087,19,N12-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,1000,5
13088,19,N12-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,1000,5
13089,19,N12-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,500,5
13090,19,N12-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,500,5
13091,19,N12-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,4,1
13092,19,N12-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,0.31,2
13093,19,N12-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,0.387,4
13094,19,N12-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,333,5
13095,19,N12-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,335,28,1,0,0,0,0,3,1
13096,19,N12-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,335,28,1,0,0,0,0,0.21,2
13097,19,N12-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,335,28,1,0,0,0,0,0.233,4
13098,19,N12-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,335,28,1,0,0,0,0,500,5
13099,19,N12-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,3,1
13100,19,N12-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.22,2
13101,19,N12-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.253,4
13102,19,N12-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,500,5
13103,19,N12-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,4,1
13104,19,N12-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,0.3,2
13105,19,N12-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,0.369,4
13106,19,N12-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,333,5
13107,19,N12-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,4,1
13108,19,N12-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,0.26,2
13109,19,N12-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,0.337,4
13110,19,N12-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,333,5
13111,19,N12-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,3,1
13112,19,N12-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,0.24,2
13113,19,N12-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,0.281,4
13114,19,N12-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,500,5
13115,19,N12-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,431,28,1,0,0,0,0,3,1
13116,19,N12-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,431,28,1,0,0,0,0,0.31,2
13117,19,N12-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,431,28,1,0,0,0,0,0.356,4
13118,19,N12-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,431,28,1,0,0,0,0,500,5
13119,19,N12-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,4,1
13120,19,N12-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,0.26,2
13121,19,N12-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,333,5
13122,19,N12-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,412,28,1,0,0,0,0,3,1
13123,19,N12-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,412,28,1,0,0,0,0,0.29,2
13124,19,N12-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,412,28,1,0,0,0,0,0.332,4
13125,19,N12-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,412,28,1,0,0,0,0,500,5
13126,19,N12-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,1,1
13127,19,N12-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.06,2
13128,19,N12-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.086,4
13129,19,N12-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,4,1
13130,19,N12-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.07,2
13131,19,N12-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.097,4
13132,19,N12-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,333,5
13133,19,N12-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,3,1
13134,19,N12-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.06,2
13135,19,N12-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.093,4
13136,19,N12-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,500,5
13137,19,N12-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,1,1
13138,19,N12-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.04,2
13139,19,N12-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.059,4
13140,19,N12-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,2,1
13141,19,N12-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.06,2
13142,19,N12-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.086,4
13143,19,N12-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,1000,5
13144,19,N12-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,4,1
13145,19,N12-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.11,2
13146,19,N12-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.185,4
13147,19,N12-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,333,5
13148,19,N12-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,2,1
13149,19,N12-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.07,2
13150,19,N12-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.083,4
13151,19,N12-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,1000,5
13152,19,N12-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.004,4
13153,19,N12-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,5,1
13154,19,N12-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.14,2
13155,19,N12-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.055,4
13156,19,N12-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.215,4
13157,19,N12-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,250,5
13158,19,N12-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,4,1
13159,19,N12-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.07,2
13160,19,N12-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.125,4
13161,19,N12-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,333,5
13162,19,N12-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,4,1
13163,19,N12-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.08,2
13164,19,N12-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.129,4
13165,19,N12-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,333,5
13166,19,N12-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,4,1
13167,19,N12-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.07,2
13168,19,N12-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.101,4
13169,19,N12-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,333,5
13170,19,N12-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,4,1
13171,19,N12-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.09,2
13172,19,N12-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.139,4
13173,19,N12-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,333,5
13174,19,N12-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,3,1
13175,19,N12-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,4,1
13176,19,N12-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,5,1
13177,19,N12-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.07,2
13178,19,N12-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.1,2
13179,19,N12-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.12,2
13180,19,N12-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.09,4
13181,19,N12-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.16,4
13182,19,N12-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.195,4
13183,19,N12-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,500,5
13184,19,N12-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,333,5
13185,19,N12-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,250,5
13186,19,N12-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.003,4
13187,19,N12-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,3,1
13188,19,N12-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.06,2
13189,19,N12-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,500,5
13190,19,N12-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.002,4
13191,19,N12-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,1,1
13192,19,N12-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.05,2
13193,19,N12-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.071,4
13194,19,N12-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,4,1
13195,19,N12-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.07,2
13196,19,N12-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,333,5
13197,19,N12-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,5,1
13198,19,N12-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,0.23,2
13199,19,N12-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,0.309,4
13200,19,N12-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,250,5
13201,19,N12-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,2,1
13202,19,N12-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.06,2
13203,19,N12-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.09,4
13204,19,N12-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,1000,5
13205,19,N12-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,5,1
13206,19,N12-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.19,2
13207,19,N12-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.273,4
13208,19,N12-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,250,5
13209,19,N12-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,1,1
13210,19,N12-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.04,2
13211,19,N12-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,4,1
13212,19,N12-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,5,1
13213,19,N12-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.08,2
13214,19,N12-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,0.14,2
13215,19,N12-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,0.208,4
13216,19,N12-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,333,5
13217,19,N12-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,250,5
13218,19,N12-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,2,1
13219,19,N12-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.06,2
13220,19,N12-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1000,5
13221,19,N12-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,5,1
13222,19,N12-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,0.13,2
13223,19,N12-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,0.203,4
13224,19,N12-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,250,5
13225,19,N12-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,3,1
13226,19,N12-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.08,2
13227,19,N12-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.132,4
13228,19,N12-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,500,5
13229,19,N12-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,3,1
13230,19,N12-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.09,2
13231,19,N12-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.143,4
13232,19,N12-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,500,5
13233,19,N12-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,1,1
13234,19,N12-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.11,2
13235,19,N12-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.116,4
13236,19,N12-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.001,4
13237,19,N12-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,1,1
13238,19,N12-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.06,2
13239,19,N12-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,3,1
13240,19,N12-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.1,2
13241,19,N12-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.151,4
13242,19,N12-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,500,5
13243,19,N12-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.004,4
13244,19,N12-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,5,1
13245,19,N12-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.11,2
13246,19,N12-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.171,4
13247,19,N12-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,250,5
13248,19,N12-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,1,1
13249,19,N12-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.06,2
13250,19,N12-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.074,4
13251,19,N12-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,2,1
13252,19,N12-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.08,2
13253,19,N12-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.127,4
13254,19,N12-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,1000,5
13255,19,N12-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,3,1
13256,19,N12-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,5,1
13257,19,N12-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,5,1
13258,19,N12-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.08,2
13259,19,N12-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.16,2
13260,19,N12-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.29,2
13261,19,N12-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.227,4
13262,19,N12-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.395,4
13263,19,N12-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,500,5
13264,19,N12-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,250,5
13265,19,N12-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,250,5
13266,19,N12-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,5,1
13267,19,N12-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,0.18,2
13268,19,N12-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,0.251,4
13269,19,N12-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,250,5
13270,19,N12-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.1,2
13271,19,N12-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,5,1
13272,19,N12-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.25,2
13273,19,N12-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.338,4
13274,19,N12-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,250,5
13275,19,N12-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,5,1
13276,19,N12-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.2,2
13277,19,N12-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.274,4
13278,19,N12-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,250,5
13279,19,N12-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,4,1
13280,19,N12-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.11,2
13281,19,N12-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.152,4
13282,19,N12-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,333,5
13283,19,N12-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,2,1
13284,19,N12-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,4,1
13285,19,N12-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,5,1
13286,19,N12-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.1,2
13287,19,N12-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.1,2
13288,19,N12-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.13,2
13289,19,N12-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.138,4
13290,19,N12-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.145,4
13291,19,N12-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.188,4
13292,19,N12-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,1000,5
13293,19,N12-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,333,5
13294,19,N12-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,250,5
13295,19,N12-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,4,1
13296,19,N12-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.09,2
13297,19,N12-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.137,4
13298,19,N12-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,333,5
13299,19,N12-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,4,1
13300,19,N12-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,0.09,2
13301,19,N12-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,333,5
13302,19,N12-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,5,1
13303,19,N12-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.1,2
13304,19,N12-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.158,4
13305,19,N12-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,250,5
13306,19,N12-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,5,1
13307,19,N12-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.14,2
13308,19,N12-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.209,4
13309,19,N12-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,250,5
13310,19,N12-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,2,1
13311,19,N12-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.08,2
13312,19,N12-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,1000,5
13313,19,N12-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,5,1
13314,19,N12-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,324,28,1,0,0,0,0,7,1
13315,19,N12-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.09,2
13316,19,N12-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,324,28,1,0,0,0,0,0.21,2
13317,19,N12-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,250,5
13318,19,N12-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,324,28,1,0,0,0,0,167,5
13319,19,N12-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,1,1
13320,19,N12-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,0.08,2
13321,19,N12-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,0.084,4
13322,19,N12-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,1,1
13323,19,N12-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.05,2
13324,19,N12-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,2,1
13325,19,N12-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.09,2
13326,19,N12-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.101,4
13327,19,N12-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1000,5
13328,19,N12-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,1,1
13329,19,N12-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.05,2
13330,19,N12-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.06,4
13331,19,N12-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.006,4
13332,19,N12-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,6,1
13333,19,N12-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.11,2
13334,19,N12-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.136,4
13335,19,N12-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,200,5
13336,19,N12-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,5,1
13337,19,N12-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.09,2
13338,19,N12-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.005,4
13339,19,N12-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.115,4
13340,19,N12-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,250,5
13341,19,N12-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,3,1
13342,19,N12-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.1,2
13343,19,N12-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.114,4
13344,19,N12-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,500,5
13345,19,N12-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,3,1
13346,19,N12-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.08,2
13347,19,N12-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.104,4
13348,19,N12-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,500,5
13349,19,N12-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,1,1
13350,19,N12-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.07,2
13351,19,N12-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.075,4
13352,19,N12-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,7,1
13353,19,N12-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,0.21,2
13354,19,N12-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,0.332,4
13355,19,N12-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,167,5
13356,19,N12-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,6,1
13357,19,N12-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.11,2
13358,19,N12-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.129,4
13359,19,N12-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,200,5
13360,19,N12-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,6,1
13361,19,N12-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,0.1,2
13362,19,N12-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,200,5
13363,19,N12-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,4,1
13364,19,N12-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.09,2
13365,19,N12-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.116,4
13366,19,N12-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,333,5
13367,19,N12-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,3,1
13368,19,N12-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,7,1
13369,19,N12-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.08,2
13370,19,N12-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.22,2
13371,19,N12-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.34,4
13372,19,N12-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,500,5
13373,19,N12-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,167,5
13374,19,N12-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,2,1
13375,19,N12-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,5,1
13376,19,N12-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.07,2
13377,19,N12-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.1,2
13378,19,N12-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.093,4
13379,19,N12-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.127,4
13380,19,N12-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,1000,5
13381,19,N12-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,250,5
13382,19,N12-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,1,1
13383,19,N12-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.09,2
13384,19,N12-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.092,4
13385,19,N12-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.002,4
13386,19,N12-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,5,1
13387,19,N12-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.09,2
13388,19,N12-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.112,4
13389,19,N12-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,250,5
13390,19,N12-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,5,1
13391,19,N12-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.09,2
13392,19,N12-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.119,4
13393,19,N12-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,250,5
13394,19,N12-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,6,1
13395,19,N12-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.1,2
13396,19,N12-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.126,4
13397,19,N12-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,200,5
13398,19,N12-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,6,1
13399,19,N12-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.17,2
13400,19,N12-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.224,4
13401,19,N12-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,200,5
13402,19,N12-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,3,1
13403,19,N12-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.09,2
13404,19,N12-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.109,4
13405,19,N12-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,500,5
13406,19,N12-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,2,1
13407,19,N12-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,0.07,2
13408,19,N12-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,1000,5
13409,19,N12-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,6,1
13410,19,N12-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.2,2
13411,19,N12-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.284,4
13412,19,N12-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,200,5
13413,19,N12-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,6,1
13414,19,N12-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.13,2
13415,19,N12-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.163,4
13416,19,N12-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,200,5
13417,19,N12-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,4,1
13418,19,N12-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.09,2
13419,19,N12-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,333,5
13420,19,N12-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,6,1
13421,19,N12-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.1,2
13422,19,N12-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.123,4
13423,19,N12-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,200,5
13424,19,N12-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,2,1
13425,19,N12-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.08,2
13426,19,N12-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.095,4
13427,19,N12-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,1000,5
13428,19,N12-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,4,1
13429,19,N12-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.06,2
13430,19,N12-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.094,4
13431,19,N12-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,333,5
13432,19,N12-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,1,1
13433,19,N12-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.04,2
13434,19,N12-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,1,1
13435,19,N12-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.03,2
13436,19,N12-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,1,1
13437,19,N12-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.03,2
13438,19,N12-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,1,1
13439,19,N12-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.05,2
13440,19,N12-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,2,1
13441,19,N12-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.04,2
13442,19,N12-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,1000,5
13443,19,N12-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,3,1
13444,19,N12-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.04,2
13445,19,N12-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.057,4
13446,19,N12-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,500,5
13447,19,N12-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,5,1
13448,19,N12-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,0.06,2
13449,19,N12-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,0.096,4
13450,19,N12-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,250,5
13451,19,N12-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,5,1
13452,19,N12-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.06,2
13453,19,N12-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,250,5
13454,19,N12-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,7,1
13455,19,N12-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.15,2
13456,19,N12-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.2,4
13457,19,N12-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,167,5
13458,19,N12-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,7,1
13459,19,N12-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.09,2
13460,19,N12-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.117,4
13461,19,N12-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,167,5
13462,19,N12-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,3,1
13463,19,N12-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.04,2
13464,19,N12-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,500,5
13465,19,N12-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,4,1
13466,19,N12-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,5,1
13467,19,N12-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.06,2
13468,19,N12-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.06,2
13469,19,N12-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.086,4
13470,19,N12-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.1,4
13471,19,N12-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,333,5
13472,19,N12-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,250,5
13473,19,N12-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,6,1
13474,19,N12-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.06,2
13475,19,N12-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.098,4
13476,19,N12-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,200,5
13477,19,N12-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,2,1
13478,19,N12-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.03,2
13479,19,N12-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,1000,5
13480,19,N12-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,3,1
13481,19,N12-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
13482,19,N12-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.06,4
13483,19,N12-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,500,5
13484,19,N12-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
13485,19,N12-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.03,2
13486,19,N12-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,7,1
13487,19,N12-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.1,2
13488,19,N12-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.136,4
13489,19,N12-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,167,5
13490,19,N12-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,6,1
13491,19,N12-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.06,2
13492,19,N12-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.102,4
13493,19,N12-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,200,5
13494,19,N12-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,3,1
13495,19,N12-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,4,1
13496,19,N12-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
13497,19,N12-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.05,2
13498,19,N12-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.073,4
13499,19,N12-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.081,4
13500,19,N12-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,500,5
13501,19,N12-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,333,5
13502,19,N12-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,7,1
13503,19,N12-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.06,2
13504,19,N12-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.104,4
13505,19,N12-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,167,5
13506,19,N12-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,6,1
13507,19,N12-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.06,2
13508,19,N12-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,200,5
13509,19,N12-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,4,1
13510,19,N12-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.05,2
13511,19,N12-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,333,5
13512,19,N12-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,7,1
13513,19,N12-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.13,2
13514,19,N12-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.167,4
13515,19,N12-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,167,5
13516,19,N12-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,7,1
13517,19,N12-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.07,2
13518,19,N12-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.109,4
13519,19,N12-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,167,5
13520,19,N12-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,4,1
13521,19,N12-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.05,2
13522,19,N12-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.082,4
13523,19,N12-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,333,5
13524,19,N12-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,2,1
13525,19,N12-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.03,2
13526,19,N12-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,1000,5
13527,19,N12-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,2,1
13528,19,N12-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.04,2
13529,19,N12-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,1000,5
13530,19,N12-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,5,1
13531,19,N12-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,6,1
13532,19,N12-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.05,2
13533,19,N12-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,0.08,2
13534,19,N12-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.054,4
13535,19,N12-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,0.095,4
13536,19,N12-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,250,5
13537,19,N12-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,200,5
13538,19,N12-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,5,1
13539,19,N12-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.08,2
13540,19,N12-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.092,4
13541,19,N12-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,250,5
13542,19,N12-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,3,1
13543,19,N12-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
13544,19,N12-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,500,5
13545,19,N12-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,3,1
13546,19,N12-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.04,2
13547,19,N12-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.049,4
13548,19,N12-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,500,5
13549,19,N12-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,5,1
13550,19,N12-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,0.08,2
13551,19,N12-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,250,5
13552,19,N12-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,6,1
13553,19,N12-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.1,2
13554,19,N12-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.124,4
13555,19,N12-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,200,5
13556,19,N12-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,2,1
13557,19,N12-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.05,2
13558,19,N12-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.047,4
13559,19,N12-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,1000,5
13560,19,N12-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,3,1
13561,19,N12-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.05,2
13562,19,N12-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.053,4
13563,19,N12-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,500,5
13564,19,N12-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,31,28,1,0,0,0,0,0.003,4
13565,19,N12-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,2,1
13566,19,N12-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.04,2
13567,19,N12-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.043,4
13568,19,N12-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,1000,5
13569,19,N12-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,5,1
13570,19,N12-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.06,2
13571,19,N12-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.068,4
13572,19,N12-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,250,5
13573,19,N12-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,6,1
13574,19,N12-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.09,2
13575,19,N12-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.107,4
13576,19,N12-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,200,5
13577,19,N12-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,2,1
13578,19,N12-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,6,1
13579,19,N12-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.03,2
13580,19,N12-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.08,2
13581,19,N12-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.1,4
13582,19,N12-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,1000,5
13583,19,N12-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,200,5
13584,19,N12-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,5,1
13585,19,N12-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.05,2
13586,19,N12-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.061,4
13587,19,N12-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,250,5
13588,19,N12-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,5,1
13589,19,N12-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.05,2
13590,19,N12-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.057,4
13591,19,N12-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,250,5
13592,19,N12-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,2,1
13593,19,N12-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.03,2
13594,19,N12-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.039,4
13595,19,N12-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,1000,5
13596,19,N12-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,5,1
13597,19,N12-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.06,2
13598,19,N12-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.072,4
13599,19,N12-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,250,5
13600,19,N12-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,6,1
13601,19,N12-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.16,2
13602,19,N12-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.185,4
13603,19,N12-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,200,5
13604,19,N12-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,1,1
13605,19,N12-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.04,2
13606,19,N12-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.037,4
13607,19,N12-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,4,1
13608,19,N12-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.05,2
13609,19,N12-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.054,4
13610,19,N12-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,333,5
13611,19,N12-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,1,1
13612,19,N12-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.03,2
13613,19,N12-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.031,4
13614,19,N12-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,3,1
13615,19,N12-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.04,2
13616,19,N12-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.046,4
13617,19,N12-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,500,5
13618,19,N12-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,43,28,1,0,0,0,0,0.005,4
13619,19,N12-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,5,1
13620,19,N12-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.05,2
13621,19,N12-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,250,5
13622,19,N12-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,6,1
13623,19,N12-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,6,1
13624,19,N12-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.14,2
13625,19,N12-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.15,2
13626,19,N12-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.162,4
13627,19,N12-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.179,4
13628,19,N12-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,200,5
13629,19,N12-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,200,5
13630,19,N12-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,6,1
13631,19,N12-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.17,2
13632,19,N12-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.197,4
13633,19,N12-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,200,5
13634,19,N12-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,1,1
13635,19,N12-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,4,1
13636,19,N12-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.03,2
13637,19,N12-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
13638,19,N12-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.033,4
13639,19,N12-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,333,5
13640,19,N12-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,6,1
13641,19,N12-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.17,2
13642,19,N12-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.195,4
13643,19,N12-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,200,5
13644,19,N12-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,5,1
13645,19,N12-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.03,2
13646,19,N12-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.045,4
13647,19,N12-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,250,5
13648,19,N12-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,6,1
13649,19,N12-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.06,2
13650,19,N12-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.087,4
13651,19,N12-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,200,5
13652,19,N12-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,6,1
13653,19,N12-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.15,2
13654,19,N12-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.192,4
13655,19,N12-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,200,5
13656,19,N12-20-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,4,1
13657,19,N12-20-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.02,2
13658,19,N12-20-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.028,4
13659,19,N12-20-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,333,5
13660,19,N12-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,6,1
13661,19,N12-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.05,2
13662,19,N12-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,200,5
13663,19,N12-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,6,1
13664,19,N12-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.14,2
13665,19,N12-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.183,4
13666,19,N12-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,200,5
13667,19,N12-20-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,4,1
13668,19,N12-20-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.02,2
13669,19,N12-20-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,333,5
13670,19,N12-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,4,1
13671,19,N12-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.03,2
13672,19,N12-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.032,4
13673,19,N12-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,333,5
13674,19,N12-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,4,1
13675,19,N12-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.03,2
13676,19,N12-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.035,4
13677,19,N12-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,333,5
13678,19,N12-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,6,1
13679,19,N12-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.06,2
13680,19,N12-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.082,4
13681,19,N12-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,200,5
13682,19,N12-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,6,1
13683,19,N12-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,0.09,2
13684,19,N12-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,0.122,4
13685,19,N12-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,200,5
13686,19,N12-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,5,1
13687,19,N12-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,6,1
13688,19,N12-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.06,2
13689,19,N12-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.05,2
13690,19,N12-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.082,4
13691,19,N12-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.078,4
13692,19,N12-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,250,5
13693,19,N12-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,200,5
13694,19,N12-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,5,1
13695,19,N12-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.04,2
13696,19,N12-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.051,4
13697,19,N12-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,250,5
13698,19,N12-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,6,1
13699,19,N12-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.09,2
13700,19,N12-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.103,4
13701,19,N12-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,200,5
13702,19,N12-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,5,1
13703,19,N12-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.03,2
13704,19,N12-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.041,4
13705,19,N12-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,250,5
13706,19,N12-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,5,1
13707,19,N12-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.05,2
13708,19,N12-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.064,4
13709,19,N12-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,250,5
13710,19,N12-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,5,1
13711,19,N12-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.05,2
13712,19,N12-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,250,5
13713,19,N12-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,6,1
13714,19,N12-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.11,2
13715,19,N12-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.144,4
13716,19,N12-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,200,5
13717,19,N12-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,5,1
13718,19,N12-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.03,2
13719,19,N12-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,250,5
13720,19,N20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,1,1
13721,19,N20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.12,2
13722,19,N20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.13,4
13723,19,N20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,266,28,1,0,0,0,0,4,1
13724,19,N20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,266,28,1,0,0,0,0,0.16,2
13725,19,N20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,266,28,1,0,0,0,0,0.225,4
13726,19,N20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,266,28,1,0,0,0,0,333,5
13727,19,N20-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,1,1
13728,19,N20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,1,1
13729,19,N20-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.07,2
13730,19,N20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.07,2
13731,19,N20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.086,4
13732,19,N20-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,5,1
13733,19,N20-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,0.26,2
13734,19,N20-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,0.357,4
13735,19,N20-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,250,5
13736,19,N20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,4,1
13737,19,N20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.24,2
13738,19,N20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.325,4
13739,19,N20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,333,5
13740,19,N20-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,5,1
13741,19,N20-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,0.23,2
13742,19,N20-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,250,5
13743,19,N20-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,5,1
13744,19,N20-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.23,2
13745,19,N20-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.333,4
13746,19,N20-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,250,5
13747,19,N20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,4,1
13748,19,N20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,0.18,2
13749,19,N20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,0.243,4
13750,19,N20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,333,5
13751,19,N20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,283,28,1,0,0,0,0,3,1
13752,19,N20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,283,28,1,0,0,0,0,0.17,2
13753,19,N20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,283,28,1,0,0,0,0,0.218,4
13754,19,N20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,283,28,1,0,0,0,0,500,5
13755,19,N20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,2,1
13756,19,N20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.11,2
13757,19,N20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,1000,5
13758,19,N20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,2,1
13759,19,N20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.14,2
13760,19,N20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.161,4
13761,19,N20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,1000,5
13762,19,N20-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.008,4
13763,19,N20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,2,1
13764,19,N20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.11,2
13765,19,N20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.144,4
13766,19,N20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,1000,5
13767,19,N20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,237,28,1,0,0,0,0,3,1
13768,19,N20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,237,28,1,0,0,0,0,0.15,2
13769,19,N20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,237,28,1,0,0,0,0,0.197,4
13770,19,N20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,237,28,1,0,0,0,0,500,5
13771,19,N20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,4,1
13772,19,N20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.2,2
13773,19,N20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.269,4
13774,19,N20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,333,5
13775,19,N20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,2,1
13776,19,N20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.13,2
13777,19,N20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.149,4
13778,19,N20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,1000,5
13779,19,N20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,3,1
13780,19,N20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,0.15,2
13781,19,N20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,500,5
13782,19,N20-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.004,4
13783,19,N20-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,-1,28,1,0,0,0,0,0.001,4
13784,19,N20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,1,1
13785,19,N20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.09,2
13786,19,N20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.1,4
13787,19,N20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,3,1
13788,19,N20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.16,2
13789,19,N20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.209,4
13790,19,N20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,500,5
13791,19,N20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,2,1
13792,19,N20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,0.17,2
13793,19,N20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,0.201,4
13794,19,N20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,1000,5
13795,19,N20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,4,1
13796,19,N20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,0.17,2
13797,19,N20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,0.231,4
13798,19,N20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,333,5
13799,19,N20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,4,1
13800,19,N20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,0.16,2
13801,19,N20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,333,5
13802,19,N20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,1,1
13803,19,N20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.08,2
13804,19,N20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.094,4
13805,19,N20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,3,1
13806,19,N20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,0.15,2
13807,19,N20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,0.157,4
13808,19,N20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,500,5
13809,19,N20-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.002,4
13810,19,N20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,3,1
13811,19,N20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,0.13,2
13812,19,N20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,500,5
13813,19,N20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,3,1
13814,19,N20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,0.19,2
13815,19,N20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,0.209,4
13816,19,N20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,500,5
13817,19,N20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,1,1
13818,19,N20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,328,28,1,0,0,0,0,4,1
13819,19,N20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.11,2
13820,19,N20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,328,28,1,0,0,0,0,0.21,2
13821,19,N20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.118,4
13822,19,N20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,328,28,1,0,0,0,0,0.232,4
13823,19,N20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,328,28,1,0,0,0,0,333,5
13824,19,N20-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.001,4
13825,19,N20-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,1,1
13826,19,N20-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,0.08,2
13827,19,N20-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,419,28,1,0,0,0,0,4,1
13828,19,N20-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,419,28,1,0,0,0,0,0.3,2
13829,19,N20-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,419,28,1,0,0,0,0,0.313,4
13830,19,N20-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,419,28,1,0,0,0,0,333,5
13831,19,N20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,2,1
13832,19,N20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.12,2
13833,19,N20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.135,4
13834,19,N20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,1000,5
13835,19,N20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,3,1
13836,19,N20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,0.13,2
13837,19,N20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,0.15,4
13838,19,N20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,500,5
13839,19,N20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,3,1
13840,19,N20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.17,2
13841,19,N20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.177,4
13842,19,N20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,500,5
13843,19,N20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,2,1
13844,19,N20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,0.11,2
13845,19,N20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,0.129,4
13846,19,N20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,1000,5
13847,19,N20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,328,28,1,0,0,0,0,4,1
13848,19,N20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,328,28,1,0,0,0,0,0.18,2
13849,19,N20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,328,28,1,0,0,0,0,333,5
13850,19,N20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,4,1
13851,19,N20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,0.18,2
13852,19,N20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,0.205,4
13853,19,N20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,333,5
13854,19,N20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,4,1
13855,19,N20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.19,2
13856,19,N20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.212,4
13857,19,N20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,333,5
13858,19,N20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,4,1
13859,19,N20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.25,2
13860,19,N20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.285,4
13861,19,N20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,333,5
13862,19,N20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,2,1
13863,19,N20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,0.11,2
13864,19,N20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,1000,5
13865,19,N20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,2,1
13866,19,N20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,0.14,2
13867,19,N20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,0.144,4
13868,19,N20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,1000,5
13869,19,N20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,4,1
13870,19,N20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,0.24,2
13871,19,N20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,0.264,4
13872,19,N20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,333,5
13873,19,N20-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,2,1
13874,19,N20-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.18,2
13875,19,N20-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.214,4
13876,19,N20-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,1000,5
13877,19,N20-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,1,1
13878,19,N20-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,0.14,2
13879,19,N20-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,4,1
13880,19,N20-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,0.24,2
13881,19,N20-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,0.305,4
13882,19,N20-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,333,5
13883,19,N20-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,4,1
13884,19,N20-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,0.22,2
13885,19,N20-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,333,5
13886,19,N20-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,1,1
13887,19,N20-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,0.11,2
13888,19,N20-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,0.121,4
13889,19,N20-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,3,1
13890,19,N20-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.26,2
13891,19,N20-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.282,4
13892,19,N20-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,500,5
13893,19,N20-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,2,1
13894,19,N20-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.21,2
13895,19,N20-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.248,4
13896,19,N20-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,1000,5
13897,19,N20-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,2,1
13898,19,N20-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,0.14,2
13899,19,N20-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,0.154,4
13900,19,N20-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,1000,5
13901,19,N20-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,3,1
13902,19,N20-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,3,1
13903,19,N20-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.18,2
13904,19,N20-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.23,2
13905,19,N20-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.262,4
13906,19,N20-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,500,5
13907,19,N20-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,500,5
13908,19,N20-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,1,1
13909,19,N20-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,0.09,2
13910,19,N20-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,0.097,4
13911,19,N20-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,2,1
13912,19,N20-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.11,2
13913,19,N20-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.144,4
13914,19,N20-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,1000,5
13915,19,N20-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.005,4
13916,19,N20-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,3,1
13917,19,N20-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.18,2
13918,19,N20-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.242,4
13919,19,N20-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,500,5
13920,19,N20-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,4,1
13921,19,N20-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,0.32,2
13922,19,N20-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,0.37,4
13923,19,N20-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,333,5
13924,19,N20-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,4,1
13925,19,N20-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.29,2
13926,19,N20-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.383,4
13927,19,N20-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,333,5
13928,19,N20-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.003,4
13929,19,N20-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,4,1
13930,19,N20-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,0.22,2
13931,19,N20-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,0.292,4
13932,19,N20-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,333,5
13933,19,N20-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,1,1
13934,19,N20-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.06,2
13935,19,N20-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.074,4
13936,19,N20-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,2,1
13937,19,N20-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,0.11,2
13938,19,N20-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,0.151,4
13939,19,N20-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,1000,5
13940,19,N20-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,1,1
13941,19,N20-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,0.06,2
13942,19,N20-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,3,1
13943,19,N20-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,0.2,2
13944,19,N20-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,0.249,4
13945,19,N20-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,500,5
13946,19,N20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,6,1
13947,19,N20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,0.22,2
13948,19,N20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,0.213,4
13949,19,N20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,200,5
13950,19,N20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,3,1
13951,19,N20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.08,2
13952,19,N20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.1,4
13953,19,N20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,500,5
13954,19,N20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,2,1
13955,19,N20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.07,2
13956,19,N20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.086,4
13957,19,N20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,1000,5
13958,19,N20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,2,1
13959,19,N20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.08,2
13960,19,N20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.092,4
13961,19,N20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,1000,5
13962,19,N20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,5,1
13963,19,N20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.08,2
13964,19,N20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.113,4
13965,19,N20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,250,5
13966,19,N20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,6,1
13967,19,N20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.17,2
13968,19,N20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.18,4
13969,19,N20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,200,5
13970,19,N20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,5,1
13971,19,N20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.1,2
13972,19,N20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.125,4
13973,19,N20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,250,5
13974,19,N20-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.004,4
13975,19,N20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,6,1
13976,19,N20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.1,2
13977,19,N20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.148,4
13978,19,N20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,200,5
13979,19,N20-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.002,4
13980,19,N20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,1,1
13981,19,N20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.08,2
13982,19,N20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.076,4
13983,19,N20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,4,1
13984,19,N20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.08,2
13985,19,N20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.116,4
13986,19,N20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,333,5
13987,19,N20-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,1,1
13988,19,N20-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.06,2
13989,19,N20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,6,1
13990,19,N20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.1,2
13991,19,N20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.136,4
13992,19,N20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,200,5
13993,19,N20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,3,1
13994,19,N20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.09,2
13995,19,N20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,500,5
13996,19,N20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,5,1
13997,19,N20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.08,2
13998,19,N20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.117,4
13999,19,N20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,250,5
14000,19,N20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,2,1
14001,19,N20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.1,2
14002,19,N20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,1000,5
14003,19,N20-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,1,1
14004,19,N20-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,2,1
14005,19,N20-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.06,2
14006,19,N20-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.07,2
14007,19,N20-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,1000,5
14008,19,N20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,3,1
14009,19,N20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.08,2
14010,19,N20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.108,4
14011,19,N20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,500,5
14012,19,N20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,1,1
14013,19,N20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,0.07,2
14014,19,N20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,0.07,4
14015,19,N20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,5,1
14016,19,N20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.11,2
14017,19,N20-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.007,4
14018,19,N20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,250,5
14019,19,N20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,5,1
14020,19,N20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.08,2
14021,19,N20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.114,4
14022,19,N20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,250,5
14023,19,N20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,3,1
14024,19,N20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.08,2
14025,19,N20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.113,4
14026,19,N20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,500,5
14027,19,N20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,6,1
14028,19,N20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.11,2
14029,19,N20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.14,4
14030,19,N20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,200,5
14031,19,N20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,5,1
14032,19,N20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.09,2
14033,19,N20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.12,4
14034,19,N20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,250,5
14035,19,N20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,4,1
14036,19,N20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.08,2
14037,19,N20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.11,4
14038,19,N20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,333,5
14039,19,N20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,2,1
14040,19,N20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.08,2
14041,19,N20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.095,4
14042,19,N20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,1000,5
14043,19,N20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,4,1
14044,19,N20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.08,2
14045,19,N20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,333,5
14046,19,N20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,6,1
14047,19,N20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.14,2
14048,19,N20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.15,4
14049,19,N20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,200,5
14050,19,N20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,4,1
14051,19,N20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,6,1
14052,19,N20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.07,2
14053,19,N20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.11,2
14054,19,N20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.08,4
14055,19,N20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.183,4
14056,19,N20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,333,5
14057,19,N20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,200,5
14058,19,N20-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,8,1
14059,19,N20-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,0.11,2
14060,19,N20-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,143,5
14061,19,N20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,3,1
14062,19,N20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.05,2
14063,19,N20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.06,4
14064,19,N20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,500,5
14065,19,N20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,3,1
14066,19,N20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,6,1
14067,19,N20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.07,2
14068,19,N20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.07,2
14069,19,N20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.074,4
14070,19,N20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.138,4
14071,19,N20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,500,5
14072,19,N20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,200,5
14073,19,N20-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,1,1
14074,19,N20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,7,1
14075,19,N20-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.04,2
14076,19,N20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,0.11,2
14077,19,N20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,167,5
14078,19,N20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,1,1
14079,19,N20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.06,2
14080,19,N20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,3,1
14081,19,N20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,4,1
14082,19,N20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.05,2
14083,19,N20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.08,2
14084,19,N20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,500,5
14085,19,N20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,333,5
14086,19,N20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,3,1
14087,19,N20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.06,2
14088,19,N20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.068,4
14089,19,N20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,500,5
14090,19,N20-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,7,1
14091,19,N20-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.11,2
14092,19,N20-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.187,4
14093,19,N20-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,167,5
14094,19,N20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,5,1
14095,19,N20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.07,2
14096,19,N20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.09,4
14097,19,N20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,250,5
14098,19,N20-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.004,4
14099,19,N20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,6,1
14100,19,N20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.07,2
14101,19,N20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,200,5
14102,19,N20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,2,1
14103,19,N20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.04,2
14104,19,N20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.051,4
14105,19,N20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,1000,5
14106,19,N20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,2,1
14107,19,N20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.05,2
14108,19,N20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.051,4
14109,19,N20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,1000,5
14110,19,N20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,5,1
14111,19,N20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.07,2
14112,19,N20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.131,4
14113,19,N20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,250,5
14114,19,N20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,1,1
14115,19,N20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.04,2
14116,19,N20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.043,4
14117,19,N20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,1,1
14118,19,N20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,0.05,2
14119,19,N20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,0.046,4
14120,19,N20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,6,1
14121,19,N20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.1,2
14122,19,N20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.181,4
14123,19,N20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,200,5
14124,19,N20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,2,1
14125,19,N20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.04,2
14126,19,N20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.05,4
14127,19,N20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,1000,5
14128,19,N20-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,8,1
14129,19,N20-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.11,2
14130,19,N20-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.203,4
14131,19,N20-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,143,5
14132,19,N20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,6,1
14133,19,N20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.07,2
14134,19,N20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.141,4
14135,19,N20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,200,5
14136,19,N20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,6,1
14137,19,N20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.09,2
14138,19,N20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.165,4
14139,19,N20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,200,5
14140,19,N20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,6,1
14141,19,N20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.08,2
14142,19,N20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.149,4
14143,19,N20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,200,5
14144,19,N20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,4,1
14145,19,N20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.07,2
14146,19,N20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.082,4
14147,19,N20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,333,5
14148,19,N20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,4,1
14149,19,N20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.07,2
14150,19,N20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.079,4
14151,19,N20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,333,5
14152,19,N20-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,8,1
14153,19,N20-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,0.12,2
14154,19,N20-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,0.206,4
14155,19,N20-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,143,5
14156,19,N20-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,8,1
14157,19,N20-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.17,2
14158,19,N20-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.276,4
14159,19,N20-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,143,5
14160,19,N20-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,8,1
14161,19,N20-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.14,2
14162,19,N20-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.005,4
14163,19,N20-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.232,4
14164,19,N20-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,143,5
14165,19,N20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,5,1
14166,19,N20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.07,2
14167,19,N20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.117,4
14168,19,N20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,250,5
14169,19,N20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,3,1
14170,19,N20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.08,2
14171,19,N20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,500,5
14172,19,N20-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.005,4
14173,19,N20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,3,1
14174,19,N20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.07,2
14175,19,N20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.094,4
14176,19,N20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,500,5
14177,19,N20-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,1,1
14178,19,N20-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,1,1
14179,19,N20-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.05,2
14180,19,N20-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.07,2
14181,19,N20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,3,1
14182,19,N20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.11,2
14183,19,N20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.117,4
14184,19,N20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,500,5
14185,19,N20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,5,1
14186,19,N20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.1,2
14187,19,N20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.132,4
14188,19,N20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,250,5
14189,19,N20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,3,1
14190,19,N20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.09,2
14191,19,N20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.099,4
14192,19,N20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,500,5
14193,19,N20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,5,1
14194,19,N20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.12,2
14195,19,N20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.154,4
14196,19,N20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,250,5
14197,19,N20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,2,1
14198,19,N20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.06,2
14199,19,N20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,1000,5
14200,19,N20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,5,1
14201,19,N20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.1,2
14202,19,N20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,250,5
14203,19,N20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,6,1
14204,19,N20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.12,2
14205,19,N20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,200,5
14206,19,N20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,2,1
14207,19,N20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.05,2
14208,19,N20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.073,4
14209,19,N20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,1000,5
14210,19,N20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,6,1
14211,19,N20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.13,2
14212,19,N20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.179,4
14213,19,N20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,200,5
14214,19,N20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,4,1
14215,19,N20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.09,2
14216,19,N20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.117,4
14217,19,N20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,333,5
14218,19,N20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,6,1
14219,19,N20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.16,2
14220,19,N20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.224,4
14221,19,N20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,200,5
14222,19,N20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,5,1
14223,19,N20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.11,2
14224,19,N20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.134,4
14225,19,N20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,250,5
14226,19,N20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,6,1
14227,19,N20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,0.12,2
14228,19,N20-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.005,4
14229,19,N20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,0.166,4
14230,19,N20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,200,5
14231,19,N20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,5,1
14232,19,N20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.11,2
14233,19,N20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.14,4
14234,19,N20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,250,5
14235,19,N20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,312,28,1,0,0,0,0,6,1
14236,19,N20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,312,28,1,0,0,0,0,0.2,2
14237,19,N20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,312,28,1,0,0,0,0,0.335,4
14238,19,N20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,312,28,1,0,0,0,0,200,5
14239,19,N20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,3,1
14240,19,N20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.06,2
14241,19,N20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.093,4
14242,19,N20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,500,5
14243,19,N20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,3,1
14244,19,N20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,0.07,2
14245,19,N20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,0.089,4
14246,19,N20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,500,5
14247,19,N20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,4,1
14248,19,N20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.09,2
14249,19,N20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,333,5
14250,19,N20-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,1,28,1,0,0,0,0,0.001,4
14251,19,N20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,4,1
14252,19,N20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.11,2
14253,19,N20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.124,4
14254,19,N20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,333,5
14255,19,N20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,1,1
14256,19,N20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.05,2
14257,19,N20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.056,4
14258,19,N20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,2,1
14259,19,N20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.05,2
14260,19,N20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.074,4
14261,19,N20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,1000,5
14262,19,N20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,1,1
14263,19,N20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,0.06,2
14264,19,N20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,0.069,4
14265,19,N20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,2,1
14266,19,N20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.07,2
14267,19,N20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.08,4
14268,19,N20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,1000,5
14269,19,N20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,6,1
14270,19,N20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,6,1
14271,19,N20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.06,2
14272,19,N20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.07,2
14273,19,N20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.067,4
14274,19,N20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.078,4
14275,19,N20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,200,5
14276,19,N20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,200,5
14277,19,N20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,6,1
14278,19,N20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.09,2
14279,19,N20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.117,4
14280,19,N20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,200,5
14281,19,N20-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,44,28,1,0,0,0,0,3,1
14282,19,N20-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,44,28,1,0,0,0,0,0.02,2
14283,19,N20-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,44,28,1,0,0,0,0,0.029,4
14284,19,N20-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,44,28,1,0,0,0,0,500,5
14285,19,N20-20-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,3,1
14286,19,N20-20-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,0.02,2
14287,19,N20-20-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,500,5
14288,19,N20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,6,1
14289,19,N20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.06,2
14290,19,N20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.064,4
14291,19,N20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,200,5
14292,19,N20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,3,1
14293,19,N20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.04,2
14294,19,N20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,500,5
14295,19,N20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,4,1
14296,19,N20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.05,2
14297,19,N20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.057,4
14298,19,N20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,333,5
14299,19,N20-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,3,1
14300,19,N20-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.02,2
14301,19,N20-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.035,4
14302,19,N20-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,500,5
14303,19,N20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,6,1
14304,19,N20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.08,2
14305,19,N20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.09,4
14306,19,N20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,200,5
14307,19,N20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,4,1
14308,19,N20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.05,2
14309,19,N20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.058,4
14310,19,N20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,333,5
14311,19,N20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,6,1
14312,19,N20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.08,2
14313,19,N20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.098,4
14314,19,N20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,200,5
14315,19,N20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,7,1
14316,19,N20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.15,2
14317,19,N20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.194,4
14318,19,N20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,167,5
14319,19,N20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,6,1
14320,19,N20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.06,2
14321,19,N20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.072,4
14322,19,N20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,200,5
14323,19,N20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,7,1
14324,19,N20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.1,2
14325,19,N20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.15,4
14326,19,N20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,167,5
14327,19,N20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,6,1
14328,19,N20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.06,2
14329,19,N20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,200,5
14330,19,N20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,4,1
14331,19,N20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.06,2
14332,19,N20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.063,4
14333,19,N20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,333,5
14334,19,N20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,3,1
14335,19,N20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.03,2
14336,19,N20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.045,4
14337,19,N20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,500,5
14338,19,N20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,6,1
14339,19,N20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.07,2
14340,19,N20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.084,4
14341,19,N20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,200,5
14342,19,N20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,4,1
14343,19,N20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.05,2
14344,19,N20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.058,4
14345,19,N20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,333,5
14346,19,N20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,1,1
14347,19,N20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,0.02,2
14348,19,N20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,5,1
14349,19,N20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.04,2
14350,19,N20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.058,4
14351,19,N20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,250,5
14352,19,N20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,2,1
14353,19,N20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.03,2
14354,19,N20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,1000,5
14355,19,N20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,5,1
14356,19,N20-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,6,1
14357,19,N20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.04,2
14358,19,N20-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.07,2
14359,19,N20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.055,4
14360,19,N20-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.102,4
14361,19,N20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,250,5
14362,19,N20-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,200,5
14363,19,N20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,5,1
14364,19,N20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.04,2
14365,19,N20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.055,4
14366,19,N20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,250,5
14367,19,N20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,3,1
14368,19,N20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.03,2
14369,19,N20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.017,4
14370,19,N20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,500,5
14371,19,N20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,3,1
14372,19,N20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.03,2
14373,19,N20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,500,5
14374,19,N20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,4,1
14375,19,N20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.03,2
14376,19,N20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.036,4
14377,19,N20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,333,5
14378,19,N20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,1,1
14379,19,N20-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,6,1
14380,19,N20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,0.04,2
14381,19,N20-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.07,2
14382,19,N20-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.111,4
14383,19,N20-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,200,5
14384,19,N20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,6,1
14385,19,N20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
14386,19,N20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.073,4
14387,19,N20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,200,5
14388,19,N20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,2,1
14389,19,N20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.03,2
14390,19,N20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,1000,5
14391,19,N20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,4,1
14392,19,N20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.03,2
14393,19,N20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.036,4
14394,19,N20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,333,5
14395,19,N20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,5,1
14396,19,N20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.04,2
14397,19,N20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.062,4
14398,19,N20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,250,5
14399,19,N20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,6,1
14400,19,N20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.06,2
14401,19,N20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.085,4
14402,19,N20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,200,5
14403,19,N20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,6,1
14404,19,N20-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,6,1
14405,19,N20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.04,2
14406,19,N20-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.09,2
14407,19,N20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.067,4
14408,19,N20-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.131,4
14409,19,N20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,200,5
14410,19,N20-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,200,5
14411,19,N20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,47,28,1,0,0,0,0,1,1
14412,19,N20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,47,28,1,0,0,0,0,0.03,2
14413,19,N20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,4,1
14414,19,N20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.03,2
14415,19,N20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.041,4
14416,19,N20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,333,5
14417,19,N20-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,6,1
14418,19,N20-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.15,2
14419,19,N20-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.195,4
14420,19,N20-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,200,5
14421,19,N20-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,6,1
14422,19,N20-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.1,2
14423,19,N20-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.155,4
14424,19,N20-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,200,5
14425,19,N20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,4,1
14426,19,N20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.03,2
14427,19,N20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.048,4
14428,19,N20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,333,5
14429,19,N20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,4,1
14430,19,N20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.04,2
14431,19,N20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,333,5
14432,19,N20-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1,1
14433,19,N20-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.03,2
14434,19,N20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,6,1
14435,19,N20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.04,2
14436,19,N20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,200,5
14437,19,N20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,6,1
14438,19,N20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.06,2
14439,19,N20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.093,4
14440,19,N20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,200,5
14441,19,N20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,6,1
14442,19,N20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.05,2
14443,19,N20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.078,4
14444,19,N20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,200,5
14445,19,N20-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,1,1
14446,19,N20-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,0.02,2
14447,19,N20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,2,1
14448,19,N20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.02,2
14449,19,N20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.044,4
14450,19,N20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,1000,5
14451,19,N20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,3,1
14452,19,N20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.03,2
14453,19,N20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.045,4
14454,19,N20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,500,5
14455,19,N20-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,7,1
14456,19,N20-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.15,2
14457,19,N20-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.184,4
14458,19,N20-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,167,5
14459,19,N20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,5,1
14460,19,N20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,6,1
14461,19,N20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.03,2
14462,19,N20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.04,2
14463,19,N20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.053,4
14464,19,N20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,250,5
14465,19,N20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,200,5
14466,19,N20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,5,1
14467,19,N20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.03,2
14468,19,N20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.048,4
14469,19,N20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,250,5
14470,19,N20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,6,1
14471,19,N20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
14472,19,N20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,200,5
14473,19,N20-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,1,1
14474,19,N20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,1,1
14475,19,N20-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,0.02,2
14476,19,N20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,0.03,2
14477,19,N20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,0.033,4
14478,19,N20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,6,1
14479,19,N20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.05,2
14480,19,N20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,200,5
14481,19,N20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,6,1
14482,19,N20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,7,1
14483,19,N20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.04,2
14484,19,N20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.06,2
14485,19,N20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.057,4
14486,19,N20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.068,4
14487,19,N20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,200,5
14488,19,N20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,167,5
14489,19,N20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,7,1
14490,19,N20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.05,2
14491,19,N20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.061,4
14492,19,N20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,167,5
14493,19,N20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,4,1
14494,19,N20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.03,2
14495,19,N20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,333,5
14496,19,N20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,1,1
14497,19,N20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,0.02,2
14498,19,N20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,0.025,4
14499,19,N20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,1,1
14500,19,N20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.03,2
14501,19,N20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.036,4
14502,19,N20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,7,1
14503,19,N20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.07,2
14504,19,N20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.082,4
14505,19,N20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,167,5
14506,19,N20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,7,1
14507,19,N20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.1,2
14508,19,N20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.107,4
14509,19,N20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,167,5
14510,19,N20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,1,1
14511,19,N20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.04,2
14512,19,N20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.039,4
14513,19,N20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,5,1
14514,19,N20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.03,2
14515,19,N20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.048,4
14516,19,N20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,250,5
14517,19,N20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,7,1
14518,19,N20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.08,2
14519,19,N20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.09,4
14520,19,N20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,167,5
14521,19,N20-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,0.007,4
14522,19,N20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,2,1
14523,19,N20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,3,1
14524,19,N20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.03,2
14525,19,N20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.03,2
14526,19,N20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,1000,5
14527,19,N20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,500,5
14528,19,N20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,5,1
14529,19,N20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.04,2
14530,19,N20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.05,4
14531,19,N20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,250,5
14532,19,N20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,7,1
14533,19,N20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.05,2
14534,19,N20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.065,4
14535,19,N20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,167,5
14536,19,N20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,3,1
14537,19,N20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.04,2
14538,19,N20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.046,4
14539,19,N20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,500,5
14540,19,N20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,7,1
14541,19,N20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.05,2
14542,19,N20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.062,4
14543,19,N20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,167,5
14544,19,N20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,4,1
14545,19,N20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.03,2
14546,19,N20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.047,4
14547,19,N20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,333,5
14548,19,N20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,7,1
14549,19,N20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.05,2
14550,19,N20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.059,4
14551,19,N20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,167,5
14552,19,N22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,1,1
14553,19,N22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,0.09,2
14554,19,N22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,0.102,4
14555,19,N22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,4,1
14556,19,N22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,0.22,2
14557,19,N22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,0.273,4
14558,19,N22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,333,5
14559,19,N22-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,1,1
14560,19,N22-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,0.06,2
14561,19,N22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,2,1
14562,19,N22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,0.18,2
14563,19,N22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,0.197,4
14564,19,N22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,1000,5
14565,19,N22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,2,1
14566,19,N22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,0.15,2
14567,19,N22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,1000,5
14568,19,N22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,3,1
14569,19,N22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,0.2,2
14570,19,N22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,500,5
14571,19,N22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,1,1
14572,19,N22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,0.18,2
14573,19,N22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,0.192,4
14574,19,N22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,232,28,1,0,0,0,0,1,1
14575,19,N22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,2,1
14576,19,N22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,232,28,1,0,0,0,0,0.06,2
14577,19,N22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.2,2
14578,19,N22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,232,28,1,0,0,0,0,0.085,4
14579,19,N22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.235,4
14580,19,N22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,1000,5
14581,19,N22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,4,1
14582,19,N22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,0.25,2
14583,19,N22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,0.304,4
14584,19,N22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,333,5
14585,19,N22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,313,28,1,0,0,0,0,3,1
14586,19,N22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,313,28,1,0,0,0,0,0.2,2
14587,19,N22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,313,28,1,0,0,0,0,0.247,4
14588,19,N22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,313,28,1,0,0,0,0,500,5
14589,19,N22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,5,1
14590,19,N22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,0.25,2
14591,19,N22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,0.306,4
14592,19,N22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,250,5
14593,19,N22-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.002,4
14594,19,N22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,2,1
14595,19,N22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,0.22,2
14596,19,N22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,0.246,4
14597,19,N22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,1000,5
14598,19,N22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,2,1
14599,19,N22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.15,2
14600,19,N22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.187,4
14601,19,N22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,1000,5
14602,19,N22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,442,28,1,0,0,0,0,5,1
14603,19,N22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,442,28,1,0,0,0,0,0.28,2
14604,19,N22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,442,28,1,0,0,0,0,0.336,4
14605,19,N22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,442,28,1,0,0,0,0,250,5
14606,19,N22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,3,1
14607,19,N22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,0.24,2
14608,19,N22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,0.276,4
14609,19,N22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,500,5
14610,19,N22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,3,1
14611,19,N22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.22,2
14612,19,N22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.262,4
14613,19,N22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,500,5
14614,19,N22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,2,1
14615,19,N22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.19,2
14616,19,N22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.206,4
14617,19,N22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,1000,5
14618,19,N22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,3,1
14619,19,N22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,0.26,2
14620,19,N22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,0.297,4
14621,19,N22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,500,5
14622,19,N22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,4,1
14623,19,N22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,0.29,2
14624,19,N22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,0.339,4
14625,19,N22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,333,5
14626,19,N22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,367,28,1,0,0,0,0,2,1
14627,19,N22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,367,28,1,0,0,0,0,0.23,2
14628,19,N22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,367,28,1,0,0,0,0,0.258,4
14629,19,N22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,367,28,1,0,0,0,0,1000,5
14630,19,N22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,1,1
14631,19,N22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,0.11,2
14632,19,N22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,0.129,4
14633,19,N22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,1,1
14634,19,N22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.13,2
14635,19,N22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.147,4
14636,19,N22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,1,1
14637,19,N22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.16,2
14638,19,N22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.172,4
14639,19,N22-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.001,4
14640,19,N22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,4,1
14641,19,N22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,0.24,2
14642,19,N22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,0.291,4
14643,19,N22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,333,5
14644,19,N22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,4,1
14645,19,N22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,0.22,2
14646,19,N22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,333,5
14647,19,N22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,4,1
14648,19,N22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.23,2
14649,19,N22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.364,4
14650,19,N22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,333,5
14651,19,N22-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,1,1
14652,19,N22-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,0.08,2
14653,19,N22-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.003,4
14654,19,N22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,1,1
14655,19,N22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,0.08,2
14656,19,N22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,0.108,4
14657,19,N22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,313,28,1,0,0,0,0,1,1
14658,19,N22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,313,28,1,0,0,0,0,0.15,2
14659,19,N22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,313,28,1,0,0,0,0,0.16,4
14660,19,N22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,5,1
14661,19,N22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.23,2
14662,19,N22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,250,5
14663,19,N22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,1,1
14664,19,N22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,0.27,2
14665,19,N22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,0.284,4
14666,19,N22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,3,1
14667,19,N22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.19,2
14668,19,N22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.299,4
14669,19,N22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,500,5
14670,19,N22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,5,1
14671,19,N22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,0.29,2
14672,19,N22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,0.266,4
14673,19,N22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,441,28,1,0,0,0,0,250,5
14674,19,N22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,403,28,1,0,0,0,0,5,1
14675,19,N22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,403,28,1,0,0,0,0,0.26,2
14676,19,N22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,403,28,1,0,0,0,0,0.381,4
14677,19,N22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,403,28,1,0,0,0,0,250,5
14678,19,N22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,4,1
14679,19,N22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,0.26,2
14680,19,N22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,0.371,4
14681,19,N22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,333,5
14682,19,N22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,4,1
14683,19,N22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.27,2
14684,19,N22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.381,4
14685,19,N22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,333,5
14686,19,N22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,3,1
14687,19,N22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,0.27,2
14688,19,N22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,0.389,4
14689,19,N22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,500,5
14690,19,N22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,3,1
14691,19,N22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,0.25,2
14692,19,N22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,0.356,4
14693,19,N22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,500,5
14694,19,N22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,3,1
14695,19,N22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,5,1
14696,19,N22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,0.19,2
14697,19,N22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,0.23,2
14698,19,N22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,0.358,4
14699,19,N22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,500,5
14700,19,N22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,250,5
14701,19,N22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,2,1
14702,19,N22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,0.24,2
14703,19,N22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,0.308,4
14704,19,N22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,1000,5
14705,19,N22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,1,1
14706,19,N22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.17,2
14707,19,N22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.184,4
14708,19,N22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,1,1
14709,19,N22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,0.12,2
14710,19,N22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,0.128,4
14711,19,N22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,3,1
14712,19,N22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,0.23,2
14713,19,N22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,0.332,4
14714,19,N22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,500,5
14715,19,N22-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.004,4
14716,19,N22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,2,1
14717,19,N22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,0.2,2
14718,19,N22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,1000,5
14719,19,N22-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
14720,19,N22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,2,1
14721,19,N22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.2,2
14722,19,N22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.292,4
14723,19,N22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,1000,5
14724,19,N22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,1,1
14725,19,N22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,4,1
14726,19,N22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,0.31,2
14727,19,N22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,0.23,2
14728,19,N22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,0.313,4
14729,19,N22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,333,5
14730,19,N22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,3,1
14731,19,N22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.21,2
14732,19,N22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.315,4
14733,19,N22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,500,5
14734,19,N22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,1,1
14735,19,N22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,0.24,2
14736,19,N22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,0.254,4
14737,19,N22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,3,1
14738,19,N22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,0.14,2
14739,19,N22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,0.16,4
14740,19,N22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,500,5
14741,19,N22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,3,1
14742,19,N22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.15,2
14743,19,N22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.166,4
14744,19,N22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,500,5
14745,19,N22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,1,1
14746,19,N22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,0.14,2
14747,19,N22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,0.139,4
14748,19,N22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,2,1
14749,19,N22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,0.15,2
14750,19,N22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,0.163,4
14751,19,N22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,1000,5
14752,19,N22-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,1,1
14753,19,N22-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,0.1,2
14754,19,N22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,5,1
14755,19,N22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,0.24,2
14756,19,N22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,0.312,4
14757,19,N22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,250,5
14758,19,N22-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.003,4
14759,19,N22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,4,1
14760,19,N22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,0.2,2
14761,19,N22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,0.264,4
14762,19,N22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,333,5
14763,19,N22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,2,1
14764,19,N22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,0.13,2
14765,19,N22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,1000,5
14766,19,N22-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.005,4
14767,19,N22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,395,28,1,0,0,0,0,4,1
14768,19,N22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,438,28,1,0,0,0,0,5,1
14769,19,N22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,395,28,1,0,0,0,0,0.23,2
14770,19,N22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,438,28,1,0,0,0,0,0.26,2
14771,19,N22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,395,28,1,0,0,0,0,0.289,4
14772,19,N22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,438,28,1,0,0,0,0,0.326,4
14773,19,N22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,395,28,1,0,0,0,0,333,5
14774,19,N22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,438,28,1,0,0,0,0,250,5
14775,19,N22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,1,1
14776,19,N22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,0.1,2
14777,19,N22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,0.119,4
14778,19,N22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,2,1
14779,19,N22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,0.13,2
14780,19,N22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,0.156,4
14781,19,N22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,1000,5
14782,19,N22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,403,28,1,0,0,0,0,4,1
14783,19,N22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,403,28,1,0,0,0,0,0.2,2
14784,19,N22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,403,28,1,0,0,0,0,333,5
14785,19,N22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,3,1
14786,19,N22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,376,28,1,0,0,0,0,3,1
14787,19,N22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,419,28,1,0,0,0,0,4,1
14788,19,N22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,0.18,2
14789,19,N22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,376,28,1,0,0,0,0,0.21,2
14790,19,N22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,419,28,1,0,0,0,0,0.24,2
14791,19,N22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,0.208,4
14792,19,N22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,376,28,1,0,0,0,0,0.259,4
14793,19,N22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,419,28,1,0,0,0,0,0.311,4
14794,19,N22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,500,5
14795,19,N22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,376,28,1,0,0,0,0,500,5
14796,19,N22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,419,28,1,0,0,0,0,333,5
14797,19,N22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,4,1
14798,19,N22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,0.22,2
14799,19,N22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,0.277,4
14800,19,N22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,333,5
14801,19,N22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,393,28,1,0,0,0,0,5,1
14802,19,N22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,393,28,1,0,0,0,0,0.23,2
14803,19,N22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,393,28,1,0,0,0,0,0.301,4
14804,19,N22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,393,28,1,0,0,0,0,250,5
14805,19,N22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,430,28,1,0,0,0,0,5,1
14806,19,N22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,430,28,1,0,0,0,0,0.22,2
14807,19,N22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,430,28,1,0,0,0,0,250,5
14808,19,N22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,5,1
14809,19,N22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,0.22,2
14810,19,N22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,0.296,4
14811,19,N22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,250,5
14812,19,N22-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,3,1
14813,19,N22-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.14,2
14814,19,N22-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,500,5
14815,19,N22-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,1,1
14816,19,N22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,2,1
14817,19,N22-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.05,2
14818,19,N22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.11,2
14819,19,N22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.127,4
14820,19,N22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,1000,5
14821,19,N22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,4,1
14822,19,N22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.13,2
14823,19,N22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,333,5
14824,19,N22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,5,1
14825,19,N22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.13,2
14826,19,N22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.173,4
14827,19,N22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,250,5
14828,19,N22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,4,1
14829,19,N22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.1,2
14830,19,N22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.133,4
14831,19,N22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,333,5
14832,19,N22-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.005,4
14833,19,N22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,5,1
14834,19,N22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.12,2
14835,19,N22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.164,4
14836,19,N22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,250,5
14837,19,N22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,2,1
14838,19,N22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.08,2
14839,19,N22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.081,4
14840,19,N22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,1000,5
14841,19,N22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,1,1
14842,19,N22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.08,2
14843,19,N22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.077,4
14844,19,N22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,2,1
14845,19,N22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.07,2
14846,19,N22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,1000,5
14847,19,N22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,2,1
14848,19,N22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.1,2
14849,19,N22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.113,4
14850,19,N22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,1000,5
14851,19,N22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,3,1
14852,19,N22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.09,2
14853,19,N22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,500,5
14854,19,N22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,2,1
14855,19,N22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.07,2
14856,19,N22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.081,4
14857,19,N22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,1000,5
14858,19,N22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,3,1
14859,19,N22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.11,2
14860,19,N22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.134,4
14861,19,N22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,500,5
14862,19,N22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,1,1
14863,19,N22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.05,2
14864,19,N22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.058,4
14865,19,N22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,2,1
14866,19,N22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,3,1
14867,19,N22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.09,2
14868,19,N22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,0.1,2
14869,19,N22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.101,4
14870,19,N22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,0.127,4
14871,19,N22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,1000,5
14872,19,N22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,500,5
14873,19,N22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,4,1
14874,19,N22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.1,2
14875,19,N22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,333,5
14876,19,N22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,3,1
14877,19,N22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.09,2
14878,19,N22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.123,4
14879,19,N22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,500,5
14880,19,N22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,4,1
14881,19,N22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,0.11,2
14882,19,N22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,0.144,4
14883,19,N22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,333,5
14884,19,N22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,4,1
14885,19,N22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.11,2
14886,19,N22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.139,4
14887,19,N22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,333,5
14888,19,N22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,5,1
14889,19,N22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.12,2
14890,19,N22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.168,4
14891,19,N22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,250,5
14892,19,N22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,5,1
14893,19,N22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.17,2
14894,19,N22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.224,4
14895,19,N22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,250,5
14896,19,N22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,5,1
14897,19,N22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,0.2,2
14898,19,N22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,0.278,4
14899,19,N22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,250,5
14900,19,N22-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
14901,19,N22-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.003,4
14902,19,N22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,4,1
14903,19,N22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.14,2
14904,19,N22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.154,4
14905,19,N22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,333,5
14906,19,N22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,5,1
14907,19,N22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,0.13,2
14908,19,N22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,250,5
14909,19,N22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,3,1
14910,19,N22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.08,2
14911,19,N22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.085,4
14912,19,N22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,500,5
14913,19,N22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,4,1
14914,19,N22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.12,2
14915,19,N22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.143,4
14916,19,N22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,333,5
14917,19,N22-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.006,4
14918,19,N22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,6,1
14919,19,N22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.16,2
14920,19,N22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.205,4
14921,19,N22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,200,5
14922,19,N22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,3,1
14923,19,N22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.12,2
14924,19,N22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.127,4
14925,19,N22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,500,5
14926,19,N22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,6,1
14927,19,N22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.17,2
14928,19,N22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.215,4
14929,19,N22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,200,5
14930,19,N22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,3,1
14931,19,N22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.09,2
14932,19,N22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.101,4
14933,19,N22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,500,5
14934,19,N22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,5,1
14935,19,N22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.16,2
14936,19,N22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.189,4
14937,19,N22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,250,5
14938,19,N22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,2,1
14939,19,N22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,4,1
14940,19,N22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.07,2
14941,19,N22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.12,2
14942,19,N22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.065,4
14943,19,N22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,1000,5
14944,19,N22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,333,5
14945,19,N22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,1,1
14946,19,N22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,6,1
14947,19,N22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.07,2
14948,19,N22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.16,2
14949,19,N22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.047,4
14950,19,N22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,200,5
14951,19,N22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,1,1
14952,19,N22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.04,2
14953,19,N22-14-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,-1,28,1,0,0,0,0,0.002,4
14954,19,N22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.037,4
14955,19,N22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,3,1
14956,19,N22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.1,2
14957,19,N22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.114,4
14958,19,N22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,500,5
14959,19,N22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,5,1
14960,19,N22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,0.13,2
14961,19,N22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,0.156,4
14962,19,N22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,250,5
14963,19,N22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,5,1
14964,19,N22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,0.14,2
14965,19,N22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,0.164,4
14966,19,N22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,250,5
14967,19,N22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,1,1
14968,19,N22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,0.08,2
14969,19,N22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,0.054,4
14970,19,N22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,6,1
14971,19,N22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,0.19,2
14972,19,N22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,0.242,4
14973,19,N22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,200,5
14974,19,N22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,3,1
14975,19,N22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,0.13,2
14976,19,N22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,0.141,4
14977,19,N22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,500,5
14978,19,N22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,2,1
14979,19,N22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,0.07,2
14980,19,N22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,1000,5
14981,19,N22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,3,1
14982,19,N22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.08,2
14983,19,N22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,500,5
14984,19,N22-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.004,4
14985,19,N22-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,1,1
14986,19,N22-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.04,2
14987,19,N22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,6,1
14988,19,N22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.19,2
14989,19,N22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.315,4
14990,19,N22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,200,5
14991,19,N22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,1,1
14992,19,N22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,4,1
14993,19,N22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,0.05,2
14994,19,N22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.09,2
14995,19,N22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,0.061,4
14996,19,N22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.107,4
14997,19,N22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,333,5
14998,19,N22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,2,1
14999,19,N22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.09,2
15000,19,N22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.096,4
15001,19,N22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,1000,5
15002,19,N22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,3,1
15003,19,N22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.08,2
15004,19,N22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,500,5
15005,19,N22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,2,1
15006,19,N22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,5,1
15007,19,N22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.06,2
15008,19,N22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.09,2
15009,19,N22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.114,4
15010,19,N22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,1000,5
15011,19,N22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,250,5
15012,19,N22-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,1,1
15013,19,N22-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.05,2
15014,19,N22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,6,1
15015,19,N22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.12,2
15016,19,N22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.159,4
15017,19,N22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,200,5
15018,19,N22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,6,1
15019,19,N22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,0.11,2
15020,19,N22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,200,5
15021,19,N22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,1,1
15022,19,N22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.08,2
15023,19,N22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.082,4
15024,19,N22-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,-1,28,1,0,0,0,0,0.001,4
15025,19,N22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,5,1
15026,19,N22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,0.12,2
15027,19,N22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,0.156,4
15028,19,N22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,250,5
15029,19,N22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,4,1
15030,19,N22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.09,2
15031,19,N22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.109,4
15032,19,N22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,333,5
15033,19,N22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,5,1
15034,19,N22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.11,2
15035,19,N22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.137,4
15036,19,N22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,250,5
15037,19,N22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,4,1
15038,19,N22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,5,1
15039,19,N22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.09,2
15040,19,N22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.1,2
15041,19,N22-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.005,4
15042,19,N22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.123,4
15043,19,N22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,333,5
15044,19,N22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,250,5
15045,19,N22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,5,1
15046,19,N22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.09,2
15047,19,N22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.107,4
15048,19,N22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,250,5
15049,19,N22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,6,1
15050,19,N22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.12,2
15051,19,N22-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.008,4
15052,19,N22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.168,4
15053,19,N22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,200,5
15054,19,N22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,6,1
15055,19,N22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.15,2
15056,19,N22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.206,4
15057,19,N22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,200,5
15058,19,N22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,3,1
15059,19,N22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.09,2
15060,19,N22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.107,4
15061,19,N22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,500,5
15062,19,N22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,2,1
15063,19,N22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.1,2
15064,19,N22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.11,4
15065,19,N22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,1000,5
15066,19,N22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,1,1
15067,19,N22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.07,2
15068,19,N22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.073,4
15069,19,N22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,6,1
15070,19,N22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.11,2
15071,19,N22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.15,4
15072,19,N22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,200,5
15073,19,N22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,3,1
15074,19,N22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.08,2
15075,19,N22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.104,4
15076,19,N22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,500,5
15077,19,N22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,4,1
15078,19,N22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.1,2
15079,19,N22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,333,5
15080,19,N22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,6,1
15081,19,N22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.22,2
15082,19,N22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.387,4
15083,19,N22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,200,5
15084,19,N22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,2,1
15085,19,N22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.08,2
15086,19,N22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.087,4
15087,19,N22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,1000,5
15088,19,N22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,2,1
15089,19,N22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.07,2
15090,19,N22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.082,4
15091,19,N22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,1000,5
15092,19,N22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,2,1
15093,19,N22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.06,2
15094,19,N22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.08,4
15095,19,N22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,1000,5
15096,19,N22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,3,1
15097,19,N22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.02,2
15098,19,N22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,500,5
15099,19,N22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,7,1
15100,19,N22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,8,1
15101,19,N22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.05,2
15102,19,N22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.09,2
15103,19,N22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.067,4
15104,19,N22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.12,4
15105,19,N22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,167,5
15106,19,N22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,143,5
15107,19,N22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,5,1
15108,19,N22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.04,2
15109,19,N22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,250,5
15110,19,N22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,4,1
15111,19,N22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.03,2
15112,19,N22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,333,5
15113,19,N22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,8,1
15114,19,N22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.11,2
15115,19,N22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.154,4
15116,19,N22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,143,5
15117,19,N22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,7,1
15118,19,N22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.05,2
15119,19,N22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.072,4
15120,19,N22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,167,5
15121,19,N22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,3,1
15122,19,N22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.03,2
15123,19,N22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,500,5
15124,19,N22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,4,1
15125,19,N22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,7,1
15126,19,N22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.03,2
15127,19,N22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.05,2
15128,19,N22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,333,5
15129,19,N22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,167,5
15130,19,N22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,6,1
15131,19,N22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.04,2
15132,19,N22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.057,4
15133,19,N22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,200,5
15134,19,N22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,6,1
15135,19,N22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.04,2
15136,19,N22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.055,4
15137,19,N22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,200,5
15138,19,N22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,8,1
15139,19,N22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.08,2
15140,19,N22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.105,4
15141,19,N22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,143,5
15142,19,N22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,5,1
15143,19,N22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.04,2
15144,19,N22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.053,4
15145,19,N22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,250,5
15146,19,N22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,4,1
15147,19,N22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.03,2
15148,19,N22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,333,5
15149,19,N22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,7,1
15150,19,N22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.07,2
15151,19,N22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.089,4
15152,19,N22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,167,5
15153,19,N22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,1,1
15154,19,N22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,8,1
15155,19,N22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.02,2
15156,19,N22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.13,2
15157,19,N22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.181,4
15158,19,N22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,143,5
15159,19,N22-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,1,1
15160,19,N22-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.02,2
15161,19,N22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,4,1
15162,19,N22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.03,2
15163,19,N22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,333,5
15164,19,N22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,4,1
15165,19,N22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,5,1
15166,19,N22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.03,2
15167,19,N22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.04,2
15168,19,N22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,333,5
15169,19,N22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,250,5
15170,19,N22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,3,1
15171,19,N22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.02,2
15172,19,N22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,500,5
15173,19,N22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,6,1
15174,19,N22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.04,2
15175,19,N22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.057,4
15176,19,N22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,200,5
15177,19,N22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,6,1
15178,19,N22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,7,1
15179,19,N22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.05,2
15180,19,N22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.05,2
15181,19,N22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.062,4
15182,19,N22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.068,4
15183,19,N22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,200,5
15184,19,N22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,167,5
15185,19,N22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,1,1
15186,19,N22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.03,2
15187,19,N22-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,3,1
15188,19,N22-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.03,2
15189,19,N22-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,500,5
15190,19,N22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,4,1
15191,19,N22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.06,2
15192,19,N22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.057,4
15193,19,N22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,333,5
15194,19,N22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,3,1
15195,19,N22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.05,2
15196,19,N22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.049,4
15197,19,N22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,500,5
15198,19,N22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,5,1
15199,19,N22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.08,2
15200,19,N22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.086,4
15201,19,N22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,250,5
15202,19,N22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,4,1
15203,19,N22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,5,1
15204,19,N22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.05,2
15205,19,N22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.09,2
15206,19,N22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.05,4
15207,19,N22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.095,4
15208,19,N22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,333,5
15209,19,N22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,250,5
15210,19,N22-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,6,1
15211,19,N22-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.15,2
15212,19,N22-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.198,4
15213,19,N22-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,200,5
15214,19,N22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,3,1
15215,19,N22-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,6,1
15216,19,N22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.04,2
15217,19,N22-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.15,2
15218,19,N22-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.158,4
15219,19,N22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,500,5
15220,19,N22-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,200,5
15221,19,N22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,1,1
15222,19,N22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.04,2
15223,19,N22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.035,4
15224,19,N22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,2,1
15225,19,N22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,5,1
15226,19,N22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.03,2
15227,19,N22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.08,2
15228,19,N22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.038,4
15229,19,N22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,1000,5
15230,19,N22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,250,5
15231,19,N22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,4,1
15232,19,N22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.08,2
15233,19,N22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.078,4
15234,19,N22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,333,5
15235,19,N22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,2,1
15236,19,N22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.03,2
15237,19,N22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,1000,5
15238,19,N22-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,1,1
15239,19,N22-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.02,2
15240,19,N22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
15241,19,N22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.04,2
15242,19,N22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.04,4
15243,19,N22-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,33,28,1,0,0,0,0,0.002,4
15244,19,N22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,4,1
15245,19,N22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.05,2
15246,19,N22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.053,4
15247,19,N22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,333,5
15248,19,N22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,1,1
15249,19,N22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.03,2
15250,19,N22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.031,4
15251,19,N22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,1,1
15252,19,N22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,5,1
15253,19,N22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.03,2
15254,19,N22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.08,2
15255,19,N22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.033,4
15256,19,N22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.091,4
15257,19,N22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,250,5
15258,19,N22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,5,1
15259,19,N22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.12,2
15260,19,N22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.124,4
15261,19,N22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,250,5
15262,19,N22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,1,1
15263,19,N22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.04,2
15264,19,N22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.036,4
15265,19,N22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,5,1
15266,19,N22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.1,2
15267,19,N22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.107,4
15268,19,N22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,250,5
15269,19,N22-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,6,1
15270,19,N22-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.13,2
15271,19,N22-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,200,5
15272,19,N22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1,1
15273,19,N22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.02,2
15274,19,N22-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,46,28,1,0,0,0,0,0.004,4
15275,19,N22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.026,4
15276,19,N22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,2,1
15277,19,N22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.04,2
15278,19,N22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.041,4
15279,19,N22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1000,5
15280,19,N22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,3,1
15281,19,N22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,4,1
15282,19,N22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.04,2
15283,19,N22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.07,2
15284,19,N22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.042,4
15285,19,N22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.069,4
15286,19,N22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,500,5
15287,19,N22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,333,5
15288,19,N22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,4,1
15289,19,N22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.05,2
15290,19,N22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,333,5
15291,19,N22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,4,1
15292,19,N22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.06,2
15293,19,N22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.063,4
15294,19,N22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,333,5
15295,19,N22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,3,1
15296,19,N22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.05,2
15297,19,N22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.045,4
15298,19,N22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,500,5
15299,19,N22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,3,1
15300,19,N22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.04,2
15301,19,N22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.043,4
15302,19,N22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,500,5
15303,19,N22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,2,1
15304,19,N22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
15305,19,N22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.038,4
15306,19,N22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,1000,5
15307,19,N22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,3,1
15308,19,N22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.04,2
15309,19,N22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,500,5
15310,19,N22-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
15311,19,N22-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,8,1
15312,19,N22-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.02,2
15313,19,N22-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.08,2
15314,19,N22-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.112,4
15315,19,N22-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,143,5
15316,19,N22-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,8,1
15317,19,N22-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.12,2
15318,19,N22-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.165,4
15319,19,N22-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,143,5
15320,19,N22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,6,1
15321,19,N22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.05,2
15322,19,N22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,200,5
15323,19,N22-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,8,1
15324,19,N22-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.11,2
15325,19,N22-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.154,4
15326,19,N22-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,143,5
15327,19,N22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,4,1
15328,19,N22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
15329,19,N22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,333,5
15330,19,N22-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,2,1
15331,19,N22-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.03,2
15332,19,N22-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1000,5
15333,19,N22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,7,1
15334,19,N22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.06,2
15335,19,N22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.087,4
15336,19,N22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,167,5
15337,19,N22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,5,1
15338,19,N22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.05,2
15339,19,N22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.063,4
15340,19,N22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,250,5
15341,19,N22-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,1,1
15342,19,N22-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.02,2
15343,19,N22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,3,1
15344,19,N22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.04,2
15345,19,N22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.046,4
15346,19,N22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,500,5
15347,19,N22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,2,1
15348,19,N22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.03,2
15349,19,N22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.031,4
15350,19,N22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,1000,5
15351,19,N22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,7,1
15352,19,N22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.07,2
15353,19,N22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.092,4
15354,19,N22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,167,5
15355,19,N22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,6,1
15356,19,N22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.06,2
15357,19,N22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.067,4
15358,19,N22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,200,5
15359,19,N22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,5,1
15360,19,N22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
15361,19,N22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.054,4
15362,19,N22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,250,5
15363,19,N22-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,2,1
15364,19,N22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,4,1
15365,19,N22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,6,1
15366,19,N22-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.03,2
15367,19,N22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.05,2
15368,19,N22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.06,2
15369,19,N22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.049,4
15370,19,N22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.075,4
15371,19,N22-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,1000,5
15372,19,N22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,333,5
15373,19,N22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,200,5
15374,19,N22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,4,1
15375,19,N22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
15376,19,N22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.046,4
15377,19,N22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,333,5
15378,19,N22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,2,1
15379,19,N22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.04,2
15380,19,N22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.042,4
15381,19,N22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,1000,5
15382,19,N22-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,8,1
15383,19,N22-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.13,2
15384,19,N22-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.19,4
15385,19,N22-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,143,5
15386,19,N22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,7,1
15387,19,N22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.08,2
15388,19,N22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.108,4
15389,19,N22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,167,5
15390,19,N22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,5,1
15391,19,N22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
15392,19,N22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.057,4
15393,19,N22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,250,5
15394,19,N22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,7,1
15395,19,N22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.06,2
15396,19,N22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,167,5
15397,19,N22-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,8,1
15398,19,N22-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.08,2
15399,19,N22-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.108,4
15400,19,N22-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,143,5
15401,19,N22-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,8,1
15402,19,N22-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.08,2
15403,19,N22-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,143,5
15404,19,N22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,3,1
15405,19,N22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.04,2
15406,19,N22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.043,4
15407,19,N22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,500,5
15408,19,N22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,5,1
15409,19,N22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.04,2
15410,19,N22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.052,4
15411,19,N22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,250,5
15412,19,N22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,4,1
15413,19,N22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.04,2
15414,19,N22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.046,4
15415,19,N22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,333,5
15416,19,N22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,5,1
15417,19,N22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,6,1
15418,19,N22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
15419,19,N22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.05,2
15420,19,N22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.064,4
15421,19,N22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,250,5
15422,19,N22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,200,5
15423,19,N30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,4,1
15424,19,N30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,0.21,2
15425,19,N30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,0.259,4
15426,19,N30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,333,5
15427,19,N30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,1,1
15428,19,N30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,0.06,2
15429,19,N30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,0.081,4
15430,19,N30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,3,1
15431,19,N30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.18,2
15432,19,N30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.229,4
15433,19,N30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,500,5
15434,19,N30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,232,28,1,0,0,0,0,1,1
15435,19,N30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,232,28,1,0,0,0,0,0.08,2
15436,19,N30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,232,28,1,0,0,0,0,0.092,4
15437,19,N30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,3,1
15438,19,N30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,0.15,2
15439,19,N30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,0.18,4
15440,19,N30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,500,5
15441,19,N30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,3,1
15442,19,N30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,0.21,2
15443,19,N30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,0.26,4
15444,19,N30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,500,5
15445,19,N30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,4,1
15446,19,N30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.19,2
15447,19,N30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,333,5
15448,19,N30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,5,1
15449,19,N30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,0.24,2
15450,19,N30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,0.289,4
15451,19,N30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,250,5
15452,19,N30-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.004,4
15453,19,N30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,4,1
15454,19,N30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,0.27,2
15455,19,N30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,0.307,4
15456,19,N30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,333,5
15457,19,N30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,5,1
15458,19,N30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,0.26,2
15459,19,N30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,0.315,4
15460,19,N30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,250,5
15461,19,N30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,3,1
15462,19,N30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.13,2
15463,19,N30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.171,4
15464,19,N30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,500,5
15465,19,N30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,3,1
15466,19,N30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.13,2
15467,19,N30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,500,5
15468,19,N30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,312,28,1,0,0,0,0,2,1
15469,19,N30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,312,28,1,0,0,0,0,0.12,2
15470,19,N30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,312,28,1,0,0,0,0,1000,5
15471,19,N30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,1,1
15472,19,N30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.09,2
15473,19,N30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.106,4
15474,19,N30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,2,1
15475,19,N30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,0.13,2
15476,19,N30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,0.176,4
15477,19,N30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,1000,5
15478,19,N30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,4,1
15479,19,N30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,0.19,2
15480,19,N30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,0.25,4
15481,19,N30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,333,5
15482,19,N30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,1,1
15483,19,N30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,5,1
15484,19,N30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.06,2
15485,19,N30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,0.24,2
15486,19,N30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,250,5
15487,19,N30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,4,1
15488,19,N30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,0.24,2
15489,19,N30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,0.28,4
15490,19,N30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,333,5
15491,19,N30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,1,1
15492,19,N30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,0.15,2
15493,19,N30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,0.163,4
15494,19,N30-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.002,4
15495,19,N30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,2,1
15496,19,N30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,0.12,2
15497,19,N30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,0.174,4
15498,19,N30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,1000,5
15499,19,N30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,1,1
15500,19,N30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,0.11,2
15501,19,N30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,280,28,1,0,0,0,0,0.126,4
15502,19,N30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,3,1
15503,19,N30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,3,1
15504,19,N30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.16,2
15505,19,N30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,0.22,2
15506,19,N30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.201,4
15507,19,N30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,0.272,4
15508,19,N30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,500,5
15509,19,N30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,500,5
15510,19,N30-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.005,4
15511,19,N30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,327,28,1,0,0,0,0,2,1
15512,19,N30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,2,1
15513,19,N30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,327,28,1,0,0,0,0,0.12,2
15514,19,N30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,0.2,2
15515,19,N30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,327,28,1,0,0,0,0,1000,5
15516,19,N30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,1000,5
15517,19,N30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,397,28,1,0,0,0,0,4,1
15518,19,N30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,397,28,1,0,0,0,0,0.23,2
15519,19,N30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,397,28,1,0,0,0,0,333,5
15520,19,N30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,4,1
15521,19,N30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.23,2
15522,19,N30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.288,4
15523,19,N30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,333,5
15524,19,N30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,1,1
15525,19,N30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,0.11,2
15526,19,N30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,0.123,4
15527,19,N30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,2,1
15528,19,N30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,0.14,2
15529,19,N30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,0.157,4
15530,19,N30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,1000,5
15531,19,N30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,2,1
15532,19,N30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,4,1
15533,19,N30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.17,2
15534,19,N30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,0.28,2
15535,19,N30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.199,4
15536,19,N30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,0.341,4
15537,19,N30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,1000,5
15538,19,N30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,333,5
15539,19,N30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,3,1
15540,19,N30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,0.17,2
15541,19,N30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,0.232,4
15542,19,N30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,500,5
15543,19,N30-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,1,1
15544,19,N30-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.08,2
15545,19,N30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,3,1
15546,19,N30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,0.24,2
15547,19,N30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,0.281,4
15548,19,N30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,500,5
15549,19,N30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,4,1
15550,19,N30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,0.31,2
15551,19,N30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,0.405,4
15552,19,N30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,333,5
15553,19,N30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,3,1
15554,19,N30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,0.22,2
15555,19,N30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,0.25,4
15556,19,N30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,500,5
15557,19,N30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,4,1
15558,19,N30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,0.25,2
15559,19,N30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,0.304,4
15560,19,N30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,333,5
15561,19,N30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,3,1
15562,19,N30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,0.17,2
15563,19,N30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,0.216,4
15564,19,N30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,500,5
15565,19,N30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,3,1
15566,19,N30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.19,2
15567,19,N30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.226,4
15568,19,N30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,500,5
15569,19,N30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,266,28,1,0,0,0,0,2,1
15570,19,N30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,266,28,1,0,0,0,0,0.12,2
15571,19,N30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,266,28,1,0,0,0,0,0.152,4
15572,19,N30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,266,28,1,0,0,0,0,1000,5
15573,19,N30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,1,1
15574,19,N30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.13,2
15575,19,N30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.148,4
15576,19,N30-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.002,4
15577,19,N30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,1,1
15578,19,N30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,0.08,2
15579,19,N30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,0.097,4
15580,19,N30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,327,28,1,0,0,0,0,2,1
15581,19,N30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,327,28,1,0,0,0,0,0.18,2
15582,19,N30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,327,28,1,0,0,0,0,0.218,4
15583,19,N30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,327,28,1,0,0,0,0,1000,5
15584,19,N30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,397,28,1,0,0,0,0,4,1
15585,19,N30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,397,28,1,0,0,0,0,0.26,2
15586,19,N30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,397,28,1,0,0,0,0,0.323,4
15587,19,N30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,397,28,1,0,0,0,0,333,5
15588,19,N30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,3,1
15589,19,N30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.25,2
15590,19,N30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.296,4
15591,19,N30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,500,5
15592,19,N30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,4,1
15593,19,N30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,0.3,2
15594,19,N30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,0.382,4
15595,19,N30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,333,5
15596,19,N30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,1,1
15597,19,N30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,0.09,2
15598,19,N30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,0.115,4
15599,19,N30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,5,1
15600,19,N30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,0.29,2
15601,19,N30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,0.339,4
15602,19,N30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,250,5
15603,19,N30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,2,1
15604,19,N30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.2,2
15605,19,N30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,1000,5
15606,19,N30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,412,28,1,0,0,0,0,4,1
15607,19,N30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,412,28,1,0,0,0,0,0.22,2
15608,19,N30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,412,28,1,0,0,0,0,333,5
15609,19,N30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,2,1
15610,19,N30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,0.14,2
15611,19,N30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,0.193,4
15612,19,N30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,1000,5
15613,19,N30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,2,1
15614,19,N30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,0.14,2
15615,19,N30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,1000,5
15616,19,N30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,3,1
15617,19,N30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,358,28,1,0,0,0,0,3,1
15618,19,N30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.16,2
15619,19,N30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,358,28,1,0,0,0,0,0.22,2
15620,19,N30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.238,4
15621,19,N30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,358,28,1,0,0,0,0,0.249,4
15622,19,N30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,500,5
15623,19,N30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,358,28,1,0,0,0,0,500,5
15624,19,N30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,4,1
15625,19,N30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,0.26,2
15626,19,N30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,0.309,4
15627,19,N30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,333,5
15628,19,N30-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,1,1
15629,19,N30-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,0.09,2
15630,19,N30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,2,1
15631,19,N30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,0.16,2
15632,19,N30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,0.207,4
15633,19,N30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,1000,5
15634,19,N30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,1,1
15635,19,N30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.19,2
15636,19,N30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.206,4
15637,19,N30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,4,1
15638,19,N30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,0.24,2
15639,19,N30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,0.29,4
15640,19,N30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,333,5
15641,19,N30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,1,1
15642,19,N30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,0.17,2
15643,19,N30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,0.192,4
15644,19,N30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,2,1
15645,19,N30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.17,2
15646,19,N30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.216,4
15647,19,N30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,1000,5
15648,19,N30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,5,1
15649,19,N30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,0.24,2
15650,19,N30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,0.302,4
15651,19,N30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,250,5
15652,19,N30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,1,1
15653,19,N30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,0.13,2
15654,19,N30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,0.144,4
15655,19,N30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,3,1
15656,19,N30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.24,2
15657,19,N30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.273,4
15658,19,N30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,500,5
15659,19,N30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,3,1
15660,19,N30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.16,2
15661,19,N30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.226,4
15662,19,N30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,500,5
15663,19,N30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,456,28,1,0,0,0,0,5,1
15664,19,N30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,456,28,1,0,0,0,0,0.24,2
15665,19,N30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,456,28,1,0,0,0,0,250,5
15666,19,N30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,3,1
15667,19,N30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,0.2,2
15668,19,N30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,0.237,4
15669,19,N30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,500,5
15670,19,N30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,5,1
15671,19,N30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,0.26,2
15672,19,N30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,0.318,4
15673,19,N30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,250,5
15674,19,N30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,303,28,1,0,0,0,0,3,1
15675,19,N30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,303,28,1,0,0,0,0,0.19,2
15676,19,N30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,303,28,1,0,0,0,0,0.228,4
15677,19,N30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,303,28,1,0,0,0,0,500,5
15678,19,N30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,4,1
15679,19,N30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.22,2
15680,19,N30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.273,4
15681,19,N30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,333,5
15682,19,N30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,3,1
15683,19,N30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.1,2
15684,19,N30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.112,4
15685,19,N30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,500,5
15686,19,N30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,6,1
15687,19,N30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.17,2
15688,19,N30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.218,4
15689,19,N30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,200,5
15690,19,N30-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
15691,19,N30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,3,1
15692,19,N30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.12,2
15693,19,N30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,500,5
15694,19,N30-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,1,1
15695,19,N30-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.05,2
15696,19,N30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,5,1
15697,19,N30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.13,2
15698,19,N30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.169,4
15699,19,N30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,250,5
15700,19,N30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,2,1
15701,19,N30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.1,2
15702,19,N30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,1000,5
15703,19,N30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,1,1
15704,19,N30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,1,1
15705,19,N30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,2,1
15706,19,N30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.07,2
15707,19,N30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.06,2
15708,19,N30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.07,2
15709,19,N30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.086,4
15710,19,N30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.093,4
15711,19,N30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.093,4
15712,19,N30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,1000,5
15713,19,N30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,3,1
15714,19,N30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.09,2
15715,19,N30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.105,4
15716,19,N30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,500,5
15717,19,N30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,6,1
15718,19,N30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.15,2
15719,19,N30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.194,4
15720,19,N30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,200,5
15721,19,N30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,4,1
15722,19,N30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.13,2
15723,19,N30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,333,5
15724,19,N30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,4,1
15725,19,N30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.1,2
15726,19,N30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.129,4
15727,19,N30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,333,5
15728,19,N30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,2,1
15729,19,N30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.09,2
15730,19,N30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.102,4
15731,19,N30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,1000,5
15732,19,N30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,4,1
15733,19,N30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.12,2
15734,19,N30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.15,4
15735,19,N30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,333,5
15736,19,N30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,2,1
15737,19,N30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.07,2
15738,19,N30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,1000,5
15739,19,N30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,5,1
15740,19,N30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.12,2
15741,19,N30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.16,4
15742,19,N30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,250,5
15743,19,N30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,4,1
15744,19,N30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.1,2
15745,19,N30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.132,4
15746,19,N30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,333,5
15747,19,N30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,1,1
15748,19,N30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.05,2
15749,19,N30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.075,4
15750,19,N30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,2,1
15751,19,N30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.06,2
15752,19,N30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.096,4
15753,19,N30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,1000,5
15754,19,N30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,5,1
15755,19,N30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.12,2
15756,19,N30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.149,4
15757,19,N30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,250,5
15758,19,N30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,2,1
15759,19,N30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,4,1
15760,19,N30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.06,2
15761,19,N30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.11,2
15762,19,N30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.093,4
15763,19,N30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.138,4
15764,19,N30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,1000,5
15765,19,N30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,333,5
15766,19,N30-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.004,4
15767,19,N30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,3,1
15768,19,N30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.09,2
15769,19,N30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.11,4
15770,19,N30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,500,5
15771,19,N30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,4,1
15772,19,N30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.1,2
15773,19,N30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.132,4
15774,19,N30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,333,5
15775,19,N30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,3,1
15776,19,N30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.11,2
15777,19,N30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.118,4
15778,19,N30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,500,5
15779,19,N30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,5,1
15780,19,N30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.14,2
15781,19,N30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.182,4
15782,19,N30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,250,5
15783,19,N30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,6,1
15784,19,N30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.21,2
15785,19,N30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,0.275,4
15786,19,N30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,299,28,1,0,0,0,0,200,5
15787,19,N30-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.006,4
15788,19,N30-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.003,4
15789,19,N30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,4,1
15790,19,N30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.14,2
15791,19,N30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.163,4
15792,19,N30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,333,5
15793,19,N30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,4,1
15794,19,N30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.11,2
15795,19,N30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.129,4
15796,19,N30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,333,5
15797,19,N30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,1,1
15798,19,N30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.06,2
15799,19,N30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.073,4
15800,19,N30-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,1,1
15801,19,N30-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.04,2
15802,19,N30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,2,1
15803,19,N30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,2,1
15804,19,N30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.06,2
15805,19,N30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.08,2
15806,19,N30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.092,4
15807,19,N30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,1000,5
15808,19,N30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,1000,5
15809,19,N30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,3,1
15810,19,N30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.1,2
15811,19,N30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,500,5
15812,19,N30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,1,1
15813,19,N30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.08,2
15814,19,N30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.085,4
15815,19,N30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,5,1
15816,19,N30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,0.23,2
15817,19,N30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,0.312,4
15818,19,N30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,250,5
15819,19,N30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,3,1
15820,19,N30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.08,2
15821,19,N30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.101,4
15822,19,N30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,500,5
15823,19,N30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,3,1
15824,19,N30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.08,2
15825,19,N30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.1,4
15826,19,N30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,500,5
15827,19,N30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,2,1
15828,19,N30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.09,2
15829,19,N30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,1000,5
15830,19,N30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,4,1
15831,19,N30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.09,2
15832,19,N30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.108,4
15833,19,N30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,333,5
15834,19,N30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,5,1
15835,19,N30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,0.18,2
15836,19,N30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,0.246,4
15837,19,N30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,250,5
15838,19,N30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,5,1
15839,19,N30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.13,2
15840,19,N30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,250,5
15841,19,N30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,1,1
15842,19,N30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.06,2
15843,19,N30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.064,4
15844,19,N30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,5,1
15845,19,N30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,0.14,2
15846,19,N30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,0.18,4
15847,19,N30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,250,5
15848,19,N30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,3,1
15849,19,N30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.09,2
15850,19,N30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.107,4
15851,19,N30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,500,5
15852,19,N30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,3,1
15853,19,N30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.08,2
15854,19,N30-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.001,4
15855,19,N30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.102,4
15856,19,N30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,500,5
15857,19,N30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,5,1
15858,19,N30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,0.13,2
15859,19,N30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,0.166,4
15860,19,N30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,250,5
15861,19,N30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,4,1
15862,19,N30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.1,2
15863,19,N30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.12,4
15864,19,N30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,333,5
15865,19,N30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,1,1
15866,19,N30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.04,2
15867,19,N30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.054,4
15868,19,N30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,4,1
15869,19,N30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.13,2
15870,19,N30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.146,4
15871,19,N30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,333,5
15872,19,N30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,4,1
15873,19,N30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.1,2
15874,19,N30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.112,4
15875,19,N30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,333,5
15876,19,N30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,4,1
15877,19,N30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.09,2
15878,19,N30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.114,4
15879,19,N30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,333,5
15880,19,N30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,2,1
15881,19,N30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.06,2
15882,19,N30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.086,4
15883,19,N30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,1000,5
15884,19,N30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,1,1
15885,19,N30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,0.02,2
15886,19,N30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,0.035,4
15887,19,N30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,2,1
15888,19,N30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.09,2
15889,19,N30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.119,4
15890,19,N30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,1000,5
15891,19,N30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,4,1
15892,19,N30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.13,2
15893,19,N30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.175,4
15894,19,N30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,333,5
15895,19,N30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,4,1
15896,19,N30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.12,2
15897,19,N30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.158,4
15898,19,N30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,333,5
15899,19,N30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,5,1
15900,19,N30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,0.25,2
15901,19,N30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,0.338,4
15902,19,N30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,250,5
15903,19,N30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,4,1
15904,19,N30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.11,2
15905,19,N30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.147,4
15906,19,N30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,333,5
15907,19,N30-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.001,4
15908,19,N30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,2,1
15909,19,N30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.07,2
15910,19,N30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.094,4
15911,19,N30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,1000,5
15912,19,N30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,1,1
15913,19,N30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.05,2
15914,19,N30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.065,4
15915,19,N30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,3,1
15916,19,N30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,0.08,2
15917,19,N30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,500,5
15918,19,N30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,5,1
15919,19,N30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.16,2
15920,19,N30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.217,4
15921,19,N30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,250,5
15922,19,N30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,2,1
15923,19,N30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.07,2
15924,19,N30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,1000,5
15925,19,N30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,4,1
15926,19,N30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.09,2
15927,19,N30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,333,5
15928,19,N30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,5,1
15929,19,N30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.2,2
15930,19,N30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.276,4
15931,19,N30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,250,5
15932,19,N30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,3,1
15933,19,N30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.1,2
15934,19,N30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.144,4
15935,19,N30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,500,5
15936,19,N30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,3,1
15937,19,N30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.09,2
15938,19,N30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.128,4
15939,19,N30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,500,5
15940,19,N30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,5,1
15941,19,N30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.14,2
15942,19,N30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.195,4
15943,19,N30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,250,5
15944,19,N30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,3,1
15945,19,N30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.09,2
15946,19,N30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.133,4
15947,19,N30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,500,5
15948,19,N30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,4,1
15949,19,N30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.1,2
15950,19,N30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.141,4
15951,19,N30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,333,5
15952,19,N30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,1,1
15953,19,N30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.04,2
15954,19,N30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.046,4
15955,19,N30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,4,1
15956,19,N30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.09,2
15957,19,N30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.135,4
15958,19,N30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,333,5
15959,19,N30-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,1,1
15960,19,N30-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.02,2
15961,19,N30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,4,1
15962,19,N30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.14,2
15963,19,N30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.199,4
15964,19,N30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,333,5
15965,19,N30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,5,1
15966,19,N30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.14,2
15967,19,N30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,250,5
15968,19,N30-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.004,4
15969,19,N30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,3,1
15970,19,N30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.08,2
15971,19,N30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.125,4
15972,19,N30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,500,5
15973,19,N30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,1,1
15974,19,N30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.04,2
15975,19,N30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.051,4
15976,19,N30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,7,1
15977,19,N30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.15,2
15978,19,N30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.178,4
15979,19,N30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,167,5
15980,19,N30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,5,1
15981,19,N30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.04,2
15982,19,N30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.063,4
15983,19,N30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,250,5
15984,19,N30-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,2,1
15985,19,N30-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,0.02,2
15986,19,N30-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,1000,5
15987,19,N30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,3,1
15988,19,N30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.03,2
15989,19,N30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.045,4
15990,19,N30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,500,5
15991,19,N30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,5,1
15992,19,N30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,7,1
15993,19,N30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
15994,19,N30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.07,2
15995,19,N30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.064,4
15996,19,N30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,250,5
15997,19,N30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,167,5
15998,19,N30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,5,1
15999,19,N30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,0.07,2
16000,19,N30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,0.092,4
16001,19,N30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,250,5
16002,19,N30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,2,1
16003,19,N30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,0.03,2
16004,19,N30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,0.034,4
16005,19,N30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,1000,5
16006,19,N30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,5,1
16007,19,N30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.05,2
16008,19,N30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.073,4
16009,19,N30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,250,5
16010,19,N30-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,3,1
16011,19,N30-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.03,2
16012,19,N30-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,500,5
16013,19,N30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,5,1
16014,19,N30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.05,2
16015,19,N30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.068,4
16016,19,N30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,250,5
16017,19,N30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,4,1
16018,19,N30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.04,2
16019,19,N30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.057,4
16020,19,N30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,333,5
16021,19,N30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,7,1
16022,19,N30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.13,2
16023,19,N30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.156,4
16024,19,N30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,167,5
16025,19,N30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,4,1
16026,19,N30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.04,2
16027,19,N30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,333,5
16028,19,N30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,7,1
16029,19,N30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.1,2
16030,19,N30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.158,4
16031,19,N30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,167,5
16032,19,N30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,5,1
16033,19,N30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.06,2
16034,19,N30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.08,4
16035,19,N30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,250,5
16036,19,N30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,7,1
16037,19,N30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.07,2
16038,19,N30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.114,4
16039,19,N30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,167,5
16040,19,N30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,5,1
16041,19,N30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.06,2
16042,19,N30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.085,4
16043,19,N30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,250,5
16044,19,N30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,7,1
16045,19,N30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.07,2
16046,19,N30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.104,4
16047,19,N30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,167,5
16048,19,N30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,4,1
16049,19,N30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.03,2
16050,19,N30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.049,4
16051,19,N30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,333,5
16052,19,N30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,7,1
16053,19,N30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.11,2
16054,19,N30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.168,4
16055,19,N30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,167,5
16056,19,N30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,2,1
16057,19,N30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,3,1
16058,19,N30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.03,2
16059,19,N30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.03,2
16060,19,N30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.039,4
16061,19,N30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.047,4
16062,19,N30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,1000,5
16063,19,N30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,500,5
16064,19,N30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,4,1
16065,19,N30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.03,2
16066,19,N30-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,33,28,1,0,0,0,0,0.005,4
16067,19,N30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,333,5
16068,19,N30-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,46,28,1,0,0,0,0,0.007,4
16069,19,N30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,4,1
16070,19,N30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.04,2
16071,19,N30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.053,4
16072,19,N30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,333,5
16073,19,N30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,2,1
16074,19,N30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,6,1
16075,19,N30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,0.02,2
16076,19,N30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.07,2
16077,19,N30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,0.03,4
16078,19,N30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,49,28,1,0,0,0,0,1000,5
16079,19,N30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,200,5
16080,19,N30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,6,1
16081,19,N30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.07,2
16082,19,N30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.099,4
16083,19,N30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,200,5
16084,19,N30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,6,1
16085,19,N30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.07,2
16086,19,N30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.103,4
16087,19,N30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,200,5
16088,19,N30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,7,1
16089,19,N30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.07,2
16090,19,N30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.107,4
16091,19,N30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,167,5
16092,19,N30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,7,1
16093,19,N30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.11,2
16094,19,N30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,167,5
16095,19,N30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,2,1
16096,19,N30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,0.03,2
16097,19,N30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,1000,5
16098,19,N30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,1,1
16099,19,N30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.03,2
16100,19,N30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,7,1
16101,19,N30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.08,2
16102,19,N30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,167,5
16103,19,N30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,7,1
16104,19,N30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.06,2
16105,19,N30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,167,5
16106,19,N30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,7,1
16107,19,N30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.05,2
16108,19,N30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,167,5
16109,19,N30-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,1,1
16110,19,N30-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,0.03,2
16111,19,N30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,4,1
16112,19,N30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.04,2
16113,19,N30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,333,5
16114,19,N30-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,1,1
16115,19,N30-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.04,2
16116,19,N30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,5,1
16117,19,N30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.04,2
16118,19,N30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,250,5
16119,19,N30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,7,1
16120,19,N30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.13,2
16121,19,N30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,167,5
16122,19,N30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,3,1
16123,19,N30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.03,2
16124,19,N30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,500,5
16125,19,N30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,7,1
16126,19,N30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
16127,19,N30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,167,5
16128,19,N30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,3,1
16129,19,N30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.04,2
16130,19,N30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,500,5
16131,19,N30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,7,1
16132,19,N30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.06,2
16133,19,N30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,167,5
16134,19,N30-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,55,28,1,0,0,0,0,1,1
16135,19,N30-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,55,28,1,0,0,0,0,0.03,2
16136,19,N30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,4,1
16137,19,N30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.04,2
16138,19,N30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,333,5
16139,19,N30-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1,1
16140,19,N30-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.02,2
16141,19,N30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,2,1
16142,19,N30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.04,2
16143,19,N30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,1000,5
16144,19,N30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,7,1
16145,19,N30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.05,2
16146,19,N30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,167,5
16147,19,N30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,6,1
16148,19,N30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.05,2
16149,19,N30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,200,5
16150,19,N30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,7,1
16151,19,N30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.16,2
16152,19,N30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,167,5
16153,19,N30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,3,1
16154,19,N30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.04,2
16155,19,N30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,500,5
16156,19,N30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,2,1
16157,19,N30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.03,2
16158,19,N30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,1000,5
16159,19,N30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,5,1
16160,19,N30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.04,2
16161,19,N30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,250,5
16162,19,N30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,6,1
16163,19,N30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
16164,19,N30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,200,5
16165,19,N30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,6,1
16166,19,N30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.15,2
16167,19,N30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.197,4
16168,19,N30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,200,5
16169,19,N30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,2,1
16170,19,N30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.02,2
16171,19,N30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,1000,5
16172,19,N30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,2,1
16173,19,N30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.03,2
16174,19,N30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,1000,5
16175,19,N30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,6,1
16176,19,N30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.08,2
16177,19,N30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.116,4
16178,19,N30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,200,5
16179,19,N30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,5,1
16180,19,N30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.06,2
16181,19,N30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.071,4
16182,19,N30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,250,5
16183,19,N30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,3,1
16184,19,N30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.02,2
16185,19,N30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,500,5
16186,19,N30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,3,1
16187,19,N30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,6,1
16188,19,N30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.02,2
16189,19,N30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.06,2
16190,19,N30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.089,4
16191,19,N30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,500,5
16192,19,N30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,200,5
16193,19,N30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,4,1
16194,19,N30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.04,2
16195,19,N30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.039,4
16196,19,N30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,333,5
16197,19,N30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,5,1
16198,19,N30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.05,2
16199,19,N30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.056,4
16200,19,N30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,250,5
16201,19,N30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,4,1
16202,19,N30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.03,2
16203,19,N30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,333,5
16204,19,N30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,6,1
16205,19,N30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,0.06,2
16206,19,N30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,0.085,4
16207,19,N30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,200,5
16208,19,N30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,6,1
16209,19,N30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,6,1
16210,19,N30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.08,2
16211,19,N30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.1,2
16212,19,N30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.106,4
16213,19,N30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.131,4
16214,19,N30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,200,5
16215,19,N30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,200,5
16216,19,N30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,4,1
16217,19,N30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.04,2
16218,19,N30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.03,4
16219,19,N30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,333,5
16220,19,N30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,5,1
16221,19,N30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.05,2
16222,19,N30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.06,4
16223,19,N30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,250,5
16224,19,N30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,2,1
16225,19,N30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.02,2
16226,19,N30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,1000,5
16227,19,N30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,6,1
16228,19,N30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.16,2
16229,19,N30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.179,4
16230,19,N30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,200,5
16231,19,N30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,3,1
16232,19,N30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.03,2
16233,19,N30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,500,5
16234,19,N30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,6,1
16235,19,N30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.11,2
16236,19,N30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.15,4
16237,19,N30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,200,5
16238,19,N30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,3,1
16239,19,N30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.03,2
16240,19,N30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,500,5
16241,19,N30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,5,1
16242,19,N30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.04,2
16243,19,N30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.054,4
16244,19,N30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,250,5
16245,19,N30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,6,1
16246,19,N30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.14,2
16247,19,N30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.192,4
16248,19,N30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,200,5
16249,19,N30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,4,1
16250,19,N30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.03,2
16251,19,N30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,333,5
16252,19,N30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,6,1
16253,19,N30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.06,2
16254,19,N30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.08,4
16255,19,N30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,200,5
16256,19,N30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,6,1
16257,19,N30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.07,2
16258,19,N30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.097,4
16259,19,N30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,200,5
16260,19,N30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,5,1
16261,19,N30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.04,2
16262,19,N30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.049,4
16263,19,N30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,250,5
16264,19,N32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,3,1
16265,19,N32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.18,2
16266,19,N32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.244,4
16267,19,N32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,500,5
16268,19,N32-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.006,4
16269,19,N32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,1,1
16270,19,N32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.19,2
16271,19,N32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.209,4
16272,19,N32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,1,1
16273,19,N32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.13,2
16274,19,N32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.138,4
16275,19,N32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,4,1
16276,19,N32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.23,2
16277,19,N32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.276,4
16278,19,N32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,333,5
16279,19,N32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,3,1
16280,19,N32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.22,2
16281,19,N32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.27,4
16282,19,N32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,500,5
16283,19,N32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,1,1
16284,19,N32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.15,2
16285,19,N32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.163,4
16286,19,N32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,1,1
16287,19,N32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.1,2
16288,19,N32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.121,4
16289,19,N32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,3,1
16290,19,N32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,4,1
16291,19,N32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.18,2
16292,19,N32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,0.24,2
16293,19,N32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,0.284,4
16294,19,N32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,500,5
16295,19,N32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,333,5
16296,19,N32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,2,1
16297,19,N32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.19,2
16298,19,N32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.231,4
16299,19,N32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,1000,5
16300,19,N32-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.007,4
16301,19,N32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,3,1
16302,19,N32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.2,2
16303,19,N32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.258,4
16304,19,N32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,500,5
16305,19,N32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,2,1
16306,19,N32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.17,2
16307,19,N32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.215,4
16308,19,N32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,1000,5
16309,19,N32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,445,28,1,0,0,0,0,4,1
16310,19,N32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,445,28,1,0,0,0,0,0.26,2
16311,19,N32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,445,28,1,0,0,0,0,0.305,4
16312,19,N32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,445,28,1,0,0,0,0,333,5
16313,19,N32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,2,1
16314,19,N32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.17,2
16315,19,N32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,1000,5
16316,19,N32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,4,1
16317,19,N32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,0.25,2
16318,19,N32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,0.294,4
16319,19,N32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,333,5
16320,19,N32-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.002,4
16321,19,N32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,1,1
16322,19,N32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.17,2
16323,19,N32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.187,4
16324,19,N32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,4,1
16325,19,N32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,0.22,2
16326,19,N32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,0.266,4
16327,19,N32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,384,28,1,0,0,0,0,333,5
16328,19,N32-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,1,1
16329,19,N32-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.1,2
16330,19,N32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,2,1
16331,19,N32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,440,28,1,0,0,0,0,4,1
16332,19,N32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.21,2
16333,19,N32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,440,28,1,0,0,0,0,0.2,2
16334,19,N32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.244,4
16335,19,N32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,1000,5
16336,19,N32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,440,28,1,0,0,0,0,333,5
16337,19,N32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,4,1
16338,19,N32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,0.2,2
16339,19,N32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,0.256,4
16340,19,N32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,333,5
16341,19,N32-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.002,4
16342,19,N32-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
16343,19,N32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,4,1
16344,19,N32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,0.26,2
16345,19,N32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,0.313,4
16346,19,N32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,333,5
16347,19,N32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,1,1
16348,19,N32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,0.1,2
16349,19,N32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,277,28,1,0,0,0,0,0.123,4
16350,19,N32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,1,1
16351,19,N32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,3,1
16352,19,N32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,0.2,2
16353,19,N32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,0.22,2
16354,19,N32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,0.203,4
16355,19,N32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,0.266,4
16356,19,N32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,500,5
16357,19,N32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,425,28,1,0,0,0,0,3,1
16358,19,N32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,425,28,1,0,0,0,0,0.26,2
16359,19,N32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,425,28,1,0,0,0,0,0.306,4
16360,19,N32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,425,28,1,0,0,0,0,500,5
16361,19,N32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,4,1
16362,19,N32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,0.23,2
16363,19,N32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,333,5
16364,19,N32-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,1,1
16365,19,N32-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,0.1,2
16366,19,N32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,2,1
16367,19,N32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,0.25,2
16368,19,N32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,0.27,4
16369,19,N32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,1000,5
16370,19,N32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,3,1
16371,19,N32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,0.25,2
16372,19,N32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,0.292,4
16373,19,N32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,406,28,1,0,0,0,0,500,5
16374,19,N32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,430,28,1,0,0,0,0,4,1
16375,19,N32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,430,28,1,0,0,0,0,0.28,2
16376,19,N32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,430,28,1,0,0,0,0,0.328,4
16377,19,N32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,430,28,1,0,0,0,0,333,5
16378,19,N32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,2,1
16379,19,N32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.22,2
16380,19,N32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.236,4
16381,19,N32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,1000,5
16382,19,N32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,2,1
16383,19,N32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,0.18,2
16384,19,N32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,0.197,4
16385,19,N32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,1000,5
16386,19,N32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,1,1
16387,19,N32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.14,2
16388,19,N32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.147,4
16389,19,N32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,387,28,1,0,0,0,0,3,1
16390,19,N32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,387,28,1,0,0,0,0,0.24,2
16391,19,N32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,387,28,1,0,0,0,0,0.283,4
16392,19,N32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,387,28,1,0,0,0,0,500,5
16393,19,N32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,3,1
16394,19,N32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.19,2
16395,19,N32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.266,4
16396,19,N32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,500,5
16397,19,N32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,1,1
16398,19,N32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,0.18,2
16399,19,N32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,0.184,4
16400,19,N32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,4,1
16401,19,N32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.23,2
16402,19,N32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.291,4
16403,19,N32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,333,5
16404,19,N32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,376,28,1,0,0,0,0,2,1
16405,19,N32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,376,28,1,0,0,0,0,0.24,2
16406,19,N32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,376,28,1,0,0,0,0,0.259,4
16407,19,N32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,376,28,1,0,0,0,0,1000,5
16408,19,N32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,4,1
16409,19,N32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,0.3,2
16410,19,N32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,0.342,4
16411,19,N32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,333,5
16412,19,N32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,3,1
16413,19,N32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.19,2
16414,19,N32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,500,5
16415,19,N32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,2,1
16416,19,N32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.18,2
16417,19,N32-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.003,4
16418,19,N32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,1000,5
16419,19,N32-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.005,4
16420,19,N32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,1,1
16421,19,N32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.15,2
16422,19,N32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.156,4
16423,19,N32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,387,28,1,0,0,0,0,2,1
16424,19,N32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,3,1
16425,19,N32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,387,28,1,0,0,0,0,0.24,2
16426,19,N32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.21,2
16427,19,N32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,387,28,1,0,0,0,0,0.292,4
16428,19,N32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,0.287,4
16429,19,N32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,387,28,1,0,0,0,0,1000,5
16430,19,N32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,352,28,1,0,0,0,0,500,5
16431,19,N32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,424,28,1,0,0,0,0,3,1
16432,19,N32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,424,28,1,0,0,0,0,0.27,2
16433,19,N32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,424,28,1,0,0,0,0,0.328,4
16434,19,N32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,424,28,1,0,0,0,0,500,5
16435,19,N32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,349,28,1,0,0,0,0,1,1
16436,19,N32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,349,28,1,0,0,0,0,0.16,2
16437,19,N32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,349,28,1,0,0,0,0,0.172,4
16438,19,N32-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,1,1
16439,19,N32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,1,1
16440,19,N32-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,0.07,2
16441,19,N32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.13,2
16442,19,N32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.14,4
16443,19,N32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,1,1
16444,19,N32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.2,2
16445,19,N32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.195,4
16446,19,N32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,3,1
16447,19,N32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,436,28,1,0,0,0,0,3,1
16448,19,N32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,0.26,2
16449,19,N32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,436,28,1,0,0,0,0,0.28,2
16450,19,N32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,0.317,4
16451,19,N32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,436,28,1,0,0,0,0,0.342,4
16452,19,N32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,500,5
16453,19,N32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,436,28,1,0,0,0,0,500,5
16454,19,N32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,3,1
16455,19,N32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,0.23,2
16456,19,N32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,0.306,4
16457,19,N32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,500,5
16458,19,N32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,401,28,1,0,0,0,0,3,1
16459,19,N32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,401,28,1,0,0,0,0,0.19,2
16460,19,N32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,401,28,1,0,0,0,0,500,5
16461,19,N32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,1,1
16462,19,N32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,0.11,2
16463,19,N32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,0.119,4
16464,19,N32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,466,28,1,0,0,0,0,4,1
16465,19,N32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,466,28,1,0,0,0,0,0.26,2
16466,19,N32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,466,28,1,0,0,0,0,333,5
16467,19,N32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,1,1
16468,19,N32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.07,2
16469,19,N32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.096,4
16470,19,N32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,395,28,1,0,0,0,0,2,1
16471,19,N32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,395,28,1,0,0,0,0,0.15,2
16472,19,N32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,395,28,1,0,0,0,0,1000,5
16473,19,N32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,3,1
16474,19,N32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,0.19,2
16475,19,N32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,0.28,4
16476,19,N32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,500,5
16477,19,N32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,4,1
16478,19,N32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.26,2
16479,19,N32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.332,4
16480,19,N32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,333,5
16481,19,N32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,458,28,1,0,0,0,0,4,1
16482,19,N32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,458,28,1,0,0,0,0,0.3,2
16483,19,N32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,458,28,1,0,0,0,0,0.364,4
16484,19,N32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,458,28,1,0,0,0,0,333,5
16485,19,N32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,2,1
16486,19,N32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,0.23,2
16487,19,N32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,0.27,4
16488,19,N32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,1000,5
16489,19,N32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,2,1
16490,19,N32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.2,2
16491,19,N32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.223,4
16492,19,N32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,1000,5
16493,19,N32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,1,1
16494,19,N32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,0.18,2
16495,19,N32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,0.183,4
16496,19,N32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,2,1
16497,19,N32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.15,2
16498,19,N32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.179,4
16499,19,N32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,1000,5
16500,19,N32-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
16501,19,N32-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,0.005,4
16502,19,N32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,5,1
16503,19,N32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.16,2
16504,19,N32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.198,4
16505,19,N32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,250,5
16506,19,N32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,5,1
16507,19,N32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.19,2
16508,19,N32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.239,4
16509,19,N32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,250,5
16510,19,N32-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,0.077,4
16511,19,N32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,210,28,1,0,0,0,0,4,1
16512,19,N32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,210,28,1,0,0,0,0,0.12,2
16513,19,N32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,210,28,1,0,0,0,0,333,5
16514,19,N32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1,1
16515,19,N32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.13,2
16516,19,N32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.129,4
16517,19,N32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,6,1
16518,19,N32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,0.19,2
16519,19,N32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,0.267,4
16520,19,N32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,200,5
16521,19,N32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,3,1
16522,19,N32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,5,1
16523,19,N32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.06,2
16524,19,N32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.15,2
16525,19,N32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.19,4
16526,19,N32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,500,5
16527,19,N32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,250,5
16528,19,N32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,4,1
16529,19,N32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.13,2
16530,19,N32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.184,4
16531,19,N32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,333,5
16532,19,N32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,4,1
16533,19,N32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.12,2
16534,19,N32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.179,4
16535,19,N32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,333,5
16536,19,N32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,5,1
16537,19,N32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.14,2
16538,19,N32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.182,4
16539,19,N32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,250,5
16540,19,N32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,3,1
16541,19,N32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.12,2
16542,19,N32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.178,4
16543,19,N32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,500,5
16544,19,N32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,3,1
16545,19,N32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.07,2
16546,19,N32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.131,4
16547,19,N32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,500,5
16548,19,N32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,1,1
16549,19,N32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.06,2
16550,19,N32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.077,4
16551,19,N32-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.004,4
16552,19,N32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,3,1
16553,19,N32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,5,1
16554,19,N32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.06,2
16555,19,N32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.13,2
16556,19,N32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.129,4
16557,19,N32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.176,4
16558,19,N32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,500,5
16559,19,N32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,250,5
16560,19,N32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,4,1
16561,19,N32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.14,2
16562,19,N32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,333,5
16563,19,N32-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.002,4
16564,19,N32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,3,1
16565,19,N32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.08,2
16566,19,N32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.138,4
16567,19,N32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,500,5
16568,19,N32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,6,1
16569,19,N32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,0.21,2
16570,19,N32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,0.291,4
16571,19,N32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,200,5
16572,19,N32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,3,1
16573,19,N32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,3,1
16574,19,N32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.09,2
16575,19,N32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.1,2
16576,19,N32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.143,4
16577,19,N32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.158,4
16578,19,N32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,500,5
16579,19,N32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,500,5
16580,19,N32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,1,1
16581,19,N32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.08,2
16582,19,N32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.085,4
16583,19,N32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,5,1
16584,19,N32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.13,2
16585,19,N32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.193,4
16586,19,N32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,250,5
16587,19,N32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,1,1
16588,19,N32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.11,2
16589,19,N32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.109,4
16590,19,N32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,1,1
16591,19,N32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,0.06,2
16592,19,N32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,1,1
16593,19,N32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.08,2
16594,19,N32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.088,4
16595,19,N32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,3,1
16596,19,N32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.12,2
16597,19,N32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.146,4
16598,19,N32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,500,5
16599,19,N32-14-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
16600,19,N32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,6,1
16601,19,N32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.18,2
16602,19,N32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.27,4
16603,19,N32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,200,5
16604,19,N32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,4,1
16605,19,N32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.1,2
16606,19,N32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,333,5
16607,19,N32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,4,1
16608,19,N32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.12,2
16609,19,N32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.155,4
16610,19,N32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,333,5
16611,19,N32-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.003,4
16612,19,N32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,6,1
16613,19,N32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.17,2
16614,19,N32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,200,5
16615,19,N32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,5,1
16616,19,N32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,0.18,2
16617,19,N32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,0.256,4
16618,19,N32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,250,5
16619,19,N32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,4,1
16620,19,N32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.1,2
16621,19,N32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.138,4
16622,19,N32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,333,5
16623,19,N32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,4,1
16624,19,N32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.13,2
16625,19,N32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.174,4
16626,19,N32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,333,5
16627,19,N32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,2,1
16628,19,N32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.09,2
16629,19,N32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.101,4
16630,19,N32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,1000,5
16631,19,N32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,2,1
16632,19,N32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,3,1
16633,19,N32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.1,2
16634,19,N32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.09,2
16635,19,N32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.109,4
16636,19,N32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.12,4
16637,19,N32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,1000,5
16638,19,N32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,500,5
16639,19,N32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,6,1
16640,19,N32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,0.17,2
16641,19,N32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,0.257,4
16642,19,N32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,271,28,1,0,0,0,0,200,5
16643,19,N32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,2,1
16644,19,N32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,4,1
16645,19,N32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.07,2
16646,19,N32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.11,2
16647,19,N32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.146,4
16648,19,N32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,1000,5
16649,19,N32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,333,5
16650,19,N32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,4,1
16651,19,N32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.21,2
16652,19,N32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.265,4
16653,19,N32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,333,5
16654,19,N32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,3,1
16655,19,N32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.09,2
16656,19,N32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,500,5
16657,19,N32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,327,28,1,0,0,0,0,6,1
16658,19,N32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,327,28,1,0,0,0,0,0.21,2
16659,19,N32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,327,28,1,0,0,0,0,0.301,4
16660,19,N32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,327,28,1,0,0,0,0,200,5
16661,19,N32-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.005,4
16662,19,N32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,1,1
16663,19,N32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.09,2
16664,19,N32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.101,4
16665,19,N32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,2,1
16666,19,N32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.07,2
16667,19,N32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.095,4
16668,19,N32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,1000,5
16669,19,N32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,5,1
16670,19,N32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.18,2
16671,19,N32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,250,5
16672,19,N32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,1,1
16673,19,N32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,0.05,2
16674,19,N32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,0.073,4
16675,19,N32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,2,1
16676,19,N32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.11,2
16677,19,N32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.116,4
16678,19,N32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,1000,5
16679,19,N32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,5,1
16680,19,N32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.2,2
16681,19,N32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.276,4
16682,19,N32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,250,5
16683,19,N32-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,1,1
16684,19,N32-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.05,2
16685,19,N32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,3,1
16686,19,N32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.11,2
16687,19,N32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.134,4
16688,19,N32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,500,5
16689,19,N32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,4,1
16690,19,N32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.18,2
16691,19,N32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.212,4
16692,19,N32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,333,5
16693,19,N32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,5,1
16694,19,N32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.1,2
16695,19,N32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,250,5
16696,19,N32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,1,1
16697,19,N32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.05,2
16698,19,N32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.058,4
16699,19,N32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,6,1
16700,19,N32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.11,2
16701,19,N32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,200,5
16702,19,N32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,4,1
16703,19,N32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.11,2
16704,19,N32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.129,4
16705,19,N32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,333,5
16706,19,N32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,3,1
16707,19,N32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.08,2
16708,19,N32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,500,5
16709,19,N32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,2,1
16710,19,N32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.06,2
16711,19,N32-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
16712,19,N32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.082,4
16713,19,N32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,1000,5
16714,19,N32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,4,1
16715,19,N32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.1,2
16716,19,N32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.131,4
16717,19,N32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,333,5
16718,19,N32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,3,1
16719,19,N32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.08,2
16720,19,N32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.102,4
16721,19,N32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,500,5
16722,19,N32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,2,1
16723,19,N32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.08,2
16724,19,N32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.097,4
16725,19,N32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,1000,5
16726,19,N32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,3,1
16727,19,N32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.11,2
16728,19,N32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.13,4
16729,19,N32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,500,5
16730,19,N32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,2,1
16731,19,N32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.07,2
16732,19,N32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.088,4
16733,19,N32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,1000,5
16734,19,N32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,1,1
16735,19,N32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.06,2
16736,19,N32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.069,4
16737,19,N32-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,1,1
16738,19,N32-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.05,2
16739,19,N32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,3,1
16740,19,N32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,6,1
16741,19,N32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.09,2
16742,19,N32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.12,2
16743,19,N32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.106,4
16744,19,N32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.151,4
16745,19,N32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,500,5
16746,19,N32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,200,5
16747,19,N32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,4,1
16748,19,N32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.11,2
16749,19,N32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.135,4
16750,19,N32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,333,5
16751,19,N32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,2,1
16752,19,N32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,5,1
16753,19,N32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,0.06,2
16754,19,N32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.1,2
16755,19,N32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.135,4
16756,19,N32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,164,28,1,0,0,0,0,1000,5
16757,19,N32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,250,5
16758,19,N32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,6,1
16759,19,N32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.22,2
16760,19,N32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.256,4
16761,19,N32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,200,5
16762,19,N32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,6,1
16763,19,N32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,0.18,2
16764,19,N32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,0.214,4
16765,19,N32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,200,5
16766,19,N32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,4,1
16767,19,N32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.1,2
16768,19,N32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,333,5
16769,19,N32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,6,1
16770,19,N32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.15,2
16771,19,N32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.189,4
16772,19,N32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,200,5
16773,19,N32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,5,1
16774,19,N32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.12,2
16775,19,N32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.146,4
16776,19,N32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,250,5
16777,19,N32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,1,1
16778,19,N32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.07,2
16779,19,N32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.079,4
16780,19,N32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,7,1
16781,19,N32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,0.19,2
16782,19,N32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,0.271,4
16783,19,N32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,167,5
16784,19,N32-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.004,4
16785,19,N32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,6,1
16786,19,N32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,7,1
16787,19,N32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.11,2
16788,19,N32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.19,2
16789,19,N32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.146,4
16790,19,N32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,200,5
16791,19,N32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,167,5
16792,19,N32-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.005,4
16793,19,N32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,5,1
16794,19,N32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.11,2
16795,19,N32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.137,4
16796,19,N32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,250,5
16797,19,N32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,3,1
16798,19,N32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.09,2
16799,19,N32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.109,4
16800,19,N32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,500,5
16801,19,N32-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,8,1
16802,19,N32-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,0.13,2
16803,19,N32-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,0.181,4
16804,19,N32-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,143,5
16805,19,N32-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,1,1
16806,19,N32-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.02,2
16807,19,N32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,5,1
16808,19,N32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.05,2
16809,19,N32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.074,4
16810,19,N32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,250,5
16811,19,N32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,3,1
16812,19,N32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,0.05,2
16813,19,N32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,0.06,4
16814,19,N32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,500,5
16815,19,N32-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,8,1
16816,19,N32-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.11,2
16817,19,N32-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.146,4
16818,19,N32-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,143,5
16819,19,N32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,1,1
16820,19,N32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.04,2
16821,19,N32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.043,4
16822,19,N32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,6,1
16823,19,N32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.07,2
16824,19,N32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,200,5
16825,19,N32-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,8,1
16826,19,N32-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.08,2
16827,19,N32-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.11,4
16828,19,N32-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,143,5
16829,19,N32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,5,1
16830,19,N32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.06,2
16831,19,N32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.081,4
16832,19,N32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,250,5
16833,19,N32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,2,1
16834,19,N32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,6,1
16835,19,N32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.04,2
16836,19,N32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.07,2
16837,19,N32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.051,4
16838,19,N32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.098,4
16839,19,N32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,1000,5
16840,19,N32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,200,5
16841,19,N32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,2,1
16842,19,N32-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,7,1
16843,19,N32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.04,2
16844,19,N32-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.08,2
16845,19,N32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.053,4
16846,19,N32-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.108,4
16847,19,N32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,1000,5
16848,19,N32-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,167,5
16849,19,N32-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,7,1
16850,19,N32-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.07,2
16851,19,N32-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.101,4
16852,19,N32-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,167,5
16853,19,N32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,2,1
16854,19,N32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.03,2
16855,19,N32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,1000,5
16856,19,N32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,5,1
16857,19,N32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.05,2
16858,19,N32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.062,4
16859,19,N32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,250,5
16860,19,N32-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,43,28,1,0,0,0,0,0.003,4
16861,19,N32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,5,1
16862,19,N32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,6,1
16863,19,N32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.06,2
16864,19,N32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.08,2
16865,19,N32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.089,4
16866,19,N32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.106,4
16867,19,N32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,250,5
16868,19,N32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,200,5
16869,19,N32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,4,1
16870,19,N32-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,8,1
16871,19,N32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.05,2
16872,19,N32-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.08,2
16873,19,N32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.061,4
16874,19,N32-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.113,4
16875,19,N32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,333,5
16876,19,N32-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,143,5
16877,19,N32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,1,1
16878,19,N32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.03,2
16879,19,N32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.034,4
16880,19,N32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,1,1
16881,19,N32-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,8,1
16882,19,N32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.05,2
16883,19,N32-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.08,2
16884,19,N32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.048,4
16885,19,N32-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,143,5
16886,19,N32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,3,1
16887,19,N32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.04,2
16888,19,N32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,500,5
16889,19,N32-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,8,1
16890,19,N32-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.12,2
16891,19,N32-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.155,4
16892,19,N32-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,143,5
16893,19,N32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,3,1
16894,19,N32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.04,2
16895,19,N32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.059,4
16896,19,N32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,500,5
16897,19,N32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,2,1
16898,19,N32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.03,2
16899,19,N32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.054,4
16900,19,N32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,1000,5
16901,19,N32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,1,1
16902,19,N32-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,8,1
16903,19,N32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.02,2
16904,19,N32-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.09,2
16905,19,N32-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.115,4
16906,19,N32-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,143,5
16907,19,N32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,5,1
16908,19,N32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,0.05,2
16909,19,N32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,250,5
16910,19,N32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,2,1
16911,19,N32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.05,2
16912,19,N32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.056,4
16913,19,N32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,1000,5
16914,19,N32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,4,1
16915,19,N32-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,7,1
16916,19,N32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.05,2
16917,19,N32-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.07,2
16918,19,N32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,333,5
16919,19,N32-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,167,5
16920,19,N32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
16921,19,N32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.04,2
16922,19,N32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.039,4
16923,19,N32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,4,1
16924,19,N32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.05,2
16925,19,N32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.061,4
16926,19,N32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,333,5
16927,19,N32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,6,1
16928,19,N32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,0.16,2
16929,19,N32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,0.199,4
16930,19,N32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,219,28,1,0,0,0,0,200,5
16931,19,N32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,5,1
16932,19,N32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.05,2
16933,19,N32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,250,5
16934,19,N32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,6,1
16935,19,N32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.07,2
16936,19,N32-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,33,28,1,0,0,0,0,0.002,4
16937,19,N32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.102,4
16938,19,N32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,200,5
16939,19,N32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,3,1
16940,19,N32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.04,2
16941,19,N32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,500,5
16942,19,N32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,2,1
16943,19,N32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.04,2
16944,19,N32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,1000,5
16945,19,N32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,6,1
16946,19,N32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.06,2
16947,19,N32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.081,4
16948,19,N32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,200,5
16949,19,N32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,5,1
16950,19,N32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
16951,19,N32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.069,4
16952,19,N32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,250,5
16953,19,N32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,6,1
16954,19,N32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,0.06,2
16955,19,N32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,200,5
16956,19,N32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,2,1
16957,19,N32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.04,2
16958,19,N32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.048,4
16959,19,N32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,1000,5
16960,19,N32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,1,1
16961,19,N32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
16962,19,N32-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.033,4
16963,19,N32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.041,4
16964,19,N32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,4,1
16965,19,N32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.04,2
16966,19,N32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,333,5
16967,19,N32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,5,1
16968,19,N32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.05,2
16969,19,N32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.067,4
16970,19,N32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,250,5
16971,19,N32-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,44,28,1,0,0,0,0,0.005,4
16972,19,N32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,4,1
16973,19,N32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.04,2
16974,19,N32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.057,4
16975,19,N32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,333,5
16976,19,N32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,6,1
16977,19,N32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.1,2
16978,19,N32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.149,4
16979,19,N32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,200,5
16980,19,N32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,1,1
16981,19,N32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.02,2
16982,19,N32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,3,1
16983,19,N32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.04,2
16984,19,N32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.056,4
16985,19,N32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,500,5
16986,19,N32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,1,1
16987,19,N32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.02,2
16988,19,N32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.035,4
16989,19,N32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,4,1
16990,19,N32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,6,1
16991,19,N32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.04,2
16992,19,N32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.16,2
16993,19,N32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.061,4
16994,19,N32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.19,4
16995,19,N32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,333,5
16996,19,N32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,200,5
16997,19,N32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,5,1
16998,19,N32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.05,2
16999,19,N32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.073,4
17000,19,N32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,250,5
17001,19,N32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,1,1
17002,19,N32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.04,2
17003,19,N32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.045,4
17004,19,N32-20-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
17005,19,N32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,5,1
17006,19,N32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,6,1
17007,19,N32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.06,2
17008,19,N32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.13,2
17009,19,N32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.082,4
17010,19,N32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.19,4
17011,19,N32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,250,5
17012,19,N32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,200,5
17013,19,N32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,4,1
17014,19,N32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,0.05,2
17015,19,N32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,0.068,4
17016,19,N32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,333,5
17017,19,N32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,2,1
17018,19,N32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.04,2
17019,19,N32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.05,4
17020,19,N32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,1000,5
17021,19,N32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,4,1
17022,19,N32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.05,2
17023,19,N32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.069,4
17024,19,N32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,333,5
17025,19,N32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,7,1
17026,19,N32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.12,2
17027,19,N32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,167,5
17028,19,N32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,28,28,1,0,0,0,0,3,1
17029,19,N32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,28,28,1,0,0,0,0,0.06,2
17030,19,N32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,28,28,1,0,0,0,0,500,5
17031,19,N32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,6,1
17032,19,N32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.06,2
17033,19,N32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,200,5
17034,19,N32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,6,1
17035,19,N32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.08,2
17036,19,N32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.114,4
17037,19,N32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,200,5
17038,19,N32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,5,1
17039,19,N32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.06,2
17040,19,N32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.086,4
17041,19,N32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,250,5
17042,19,N32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,4,1
17043,19,N32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.06,2
17044,19,N32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,333,5
17045,19,N32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,2,1
17046,19,N32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.03,2
17047,19,N32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.041,4
17048,19,N32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,1000,5
17049,19,N32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,1,1
17050,19,N32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,0.02,2
17051,19,N32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,0.021,4
17052,19,N32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,3,1
17053,19,N32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.05,2
17054,19,N32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.053,4
17055,19,N32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,500,5
17056,19,N32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,6,1
17057,19,N32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.06,2
17058,19,N32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.091,4
17059,19,N32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,200,5
17060,19,N32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,6,1
17061,19,N32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.07,2
17062,19,N32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.097,4
17063,19,N32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,200,5
17064,19,N32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,4,1
17065,19,N32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.05,2
17066,19,N32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.067,4
17067,19,N32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,333,5
17068,19,N32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,4,1
17069,19,N32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.05,2
17070,19,N32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.072,4
17071,19,N32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,333,5
17072,19,N32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,5,1
17073,19,N32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.05,2
17074,19,N32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.082,4
17075,19,N32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,250,5
17076,19,N32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,3,1
17077,19,N32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.04,2
17078,19,N32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,500,5
17079,19,N32-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,1,1
17080,19,N32-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,0.01,2
17081,19,N32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,1,1
17082,19,N32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,48,28,1,0,0,0,0,0.01,2
17083,19,N32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,2,1
17084,19,N32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.03,2
17085,19,N32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,1000,5
17086,19,N32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,1,1
17087,19,N32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,6,1
17088,19,N32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.03,2
17089,19,N32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.11,2
17090,19,N32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.026,4
17091,19,N32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.163,4
17092,19,N32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,200,5
17093,19,N32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,3,1
17094,19,N32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.04,2
17095,19,N32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.05,4
17096,19,N32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,500,5
17097,19,N32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,1,1
17098,19,N32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.03,2
17099,19,N32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.03,4
17100,19,N32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,3,1
17101,19,N32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.05,2
17102,19,N32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.061,4
17103,19,N32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,500,5
17104,19,N32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,1,1
17105,19,N32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
17106,19,N32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.036,4
17107,19,N32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,7,1
17108,19,N32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.15,2
17109,19,N32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.168,4
17110,19,N32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,167,5
17111,19,N32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,5,1
17112,19,N32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.05,2
17113,19,N32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,250,5
17114,19,N32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,7,1
17115,19,N32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.12,2
17116,19,N32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.188,4
17117,19,N32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,167,5
17118,19,N32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,5,1
17119,19,N32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.07,2
17120,19,N32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.094,4
17121,19,N32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,250,5
17122,19,N32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,7,1
17123,19,N32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.13,2
17124,19,N32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.187,4
17125,19,N32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,167,5
17126,19,N40-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,1,1
17127,19,N40-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
17128,19,N40-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,3,1
17129,19,N40-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.17,2
17130,19,N40-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.259,4
17131,19,N40-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,500,5
17132,19,N40-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,3,1
17133,19,N40-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.19,2
17134,19,N40-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.272,4
17135,19,N40-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,500,5
17136,19,N40-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,2,1
17137,19,N40-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.15,2
17138,19,N40-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.219,4
17139,19,N40-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,1000,5
17140,19,N40-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,1,1
17141,19,N40-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.15,2
17142,19,N40-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.171,4
17143,19,N40-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,2,1
17144,19,N40-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,0.17,2
17145,19,N40-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,0.226,4
17146,19,N40-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,1000,5
17147,19,N40-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,2,1
17148,19,N40-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.15,2
17149,19,N40-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,1000,5
17150,19,N40-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,2,1
17151,19,N40-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,0.19,2
17152,19,N40-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,0.248,4
17153,19,N40-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,1000,5
17154,19,N40-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,3,1
17155,19,N40-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,0.33,2
17156,19,N40-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,0.336,4
17157,19,N40-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,500,5
17158,19,N40-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,2,1
17159,19,N40-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.2,2
17160,19,N40-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.221,4
17161,19,N40-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,1000,5
17162,19,N40-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,3,1
17163,19,N40-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.28,2
17164,19,N40-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.366,4
17165,19,N40-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,500,5
17166,19,N40-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,1,1
17167,19,N40-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,0.1,2
17168,19,N40-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,0.138,4
17169,19,N40-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,3,1
17170,19,N40-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.25,2
17171,19,N40-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.336,4
17172,19,N40-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,500,5
17173,19,N40-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,3,1
17174,19,N40-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.21,2
17175,19,N40-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.286,4
17176,19,N40-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,500,5
17177,19,N40-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,3,1
17178,19,N40-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.22,2
17179,19,N40-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.277,4
17180,19,N40-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,500,5
17181,19,N40-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,1,1
17182,19,N40-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.004,4
17183,19,N40-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,3,1
17184,19,N40-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,0.23,2
17185,19,N40-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,0.309,4
17186,19,N40-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,500,5
17187,19,N40-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,1,1
17188,19,N40-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.005,4
17189,19,N40-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,3,1
17190,19,N40-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,0.31,2
17191,19,N40-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,0.397,4
17192,19,N40-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,500,5
17193,19,N40-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,2,1
17194,19,N40-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.18,2
17195,19,N40-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.219,4
17196,19,N40-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,1000,5
17197,19,N40-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,2,1
17198,19,N40-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.15,2
17199,19,N40-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,1000,5
17200,19,N40-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,4,1
17201,19,N40-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,0.26,2
17202,19,N40-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,0.35,4
17203,19,N40-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,333,5
17204,19,N40-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,1,1
17205,19,N40-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.18,2
17206,19,N40-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.194,4
17207,19,N40-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.002,4
17208,19,N40-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,1,1
17209,19,N40-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.16,2
17210,19,N40-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.167,4
17211,19,N40-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,3,1
17212,19,N40-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.2,2
17213,19,N40-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.256,4
17214,19,N40-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,500,5
17215,19,N40-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,2,1
17216,19,N40-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,0.15,2
17217,19,N40-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,0.207,4
17218,19,N40-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,1000,5
17219,19,N40-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,1,1
17220,19,N40-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.09,2
17221,19,N40-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,246,28,1,0,0,0,0,0.106,4
17222,19,N40-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,358,28,1,0,0,0,0,1,1
17223,19,N40-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,358,28,1,0,0,0,0,0.21,2
17224,19,N40-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,358,28,1,0,0,0,0,0.221,4
17225,19,N40-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,1,1
17226,19,N40-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,0.12,2
17227,19,N40-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,0.13,4
17228,19,N40-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,436,28,1,0,0,0,0,5,1
17229,19,N40-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,436,28,1,0,0,0,0,0.29,2
17230,19,N40-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,436,28,1,0,0,0,0,0.389,4
17231,19,N40-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,436,28,1,0,0,0,0,250,5
17232,19,N40-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,373,28,1,0,0,0,0,4,1
17233,19,N40-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,373,28,1,0,0,0,0,0.24,2
17234,19,N40-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,373,28,1,0,0,0,0,0.329,4
17235,19,N40-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,373,28,1,0,0,0,0,333,5
17236,19,N40-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,0.003,4
17237,19,N40-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,4,1
17238,19,N40-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,0.21,2
17239,19,N40-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,0.302,4
17240,19,N40-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,315,28,1,0,0,0,0,333,5
17241,19,N40-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,4,1
17242,19,N40-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,0.21,2
17243,19,N40-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,333,5
17244,19,N40-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,5,1
17245,19,N40-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,0.25,2
17246,19,N40-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,250,5
17247,19,N40-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,3,1
17248,19,N40-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,5,1
17249,19,N40-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,0.21,2
17250,19,N40-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,0.25,2
17251,19,N40-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,0.277,4
17252,19,N40-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,0.351,4
17253,19,N40-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,345,28,1,0,0,0,0,500,5
17254,19,N40-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,250,5
17255,19,N40-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,1,1
17256,19,N40-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.14,2
17257,19,N40-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.155,4
17258,19,N40-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,4,1
17259,19,N40-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,0.23,2
17260,19,N40-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,0.314,4
17261,19,N40-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,333,5
17262,19,N40-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,3,1
17263,19,N40-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.17,2
17264,19,N40-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.232,4
17265,19,N40-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,500,5
17266,19,N40-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,2,1
17267,19,N40-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,400,28,1,0,0,0,0,5,1
17268,19,N40-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.2,2
17269,19,N40-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,400,28,1,0,0,0,0,0.27,2
17270,19,N40-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,400,28,1,0,0,0,0,0.372,4
17271,19,N40-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,1000,5
17272,19,N40-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,400,28,1,0,0,0,0,250,5
17273,19,N40-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,297,28,1,0,0,0,0,3,1
17274,19,N40-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,297,28,1,0,0,0,0,0.19,2
17275,19,N40-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,297,28,1,0,0,0,0,0.24,4
17276,19,N40-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,297,28,1,0,0,0,0,500,5
17277,19,N40-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,2,1
17278,19,N40-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,0.17,2
17279,19,N40-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,0.212,4
17280,19,N40-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,308,28,1,0,0,0,0,1000,5
17281,19,N40-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,1,1
17282,19,N40-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,3,1
17283,19,N40-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.09,2
17284,19,N40-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,0.24,2
17285,19,N40-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,0.306,4
17286,19,N40-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,500,5
17287,19,N40-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,3,1
17288,19,N40-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.17,2
17289,19,N40-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.23,4
17290,19,N40-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,500,5
17291,19,N40-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,1,1
17292,19,N40-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.16,2
17293,19,N40-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.169,4
17294,19,N40-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,3,1
17295,19,N40-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.21,2
17296,19,N40-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.243,4
17297,19,N40-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,500,5
17298,19,N40-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.006,4
17299,19,N40-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,2,1
17300,19,N40-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,0.17,2
17301,19,N40-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,0.201,4
17302,19,N40-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,1000,5
17303,19,N40-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,5,1
17304,19,N40-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.24,2
17305,19,N40-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.275,4
17306,19,N40-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,250,5
17307,19,N40-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,1,1
17308,19,N40-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,0.1,2
17309,19,N40-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,5,1
17310,19,N40-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,0.21,2
17311,19,N40-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,0.247,4
17312,19,N40-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,250,5
17313,19,N40-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,2,1
17314,19,N40-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,0.14,2
17315,19,N40-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,0.185,4
17316,19,N40-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,1000,5
17317,19,N40-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,403,28,1,0,0,0,0,5,1
17318,19,N40-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,403,28,1,0,0,0,0,0.21,2
17319,19,N40-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,403,28,1,0,0,0,0,250,5
17320,19,N40-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,4,1
17321,19,N40-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,5,1
17322,19,N40-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,0.21,2
17323,19,N40-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,0.28,2
17324,19,N40-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,0.262,4
17325,19,N40-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,0.317,4
17326,19,N40-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,333,5
17327,19,N40-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,250,5
17328,19,N40-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,4,1
17329,19,N40-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.18,2
17330,19,N40-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,333,5
17331,19,N40-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,2,1
17332,19,N40-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,0.14,2
17333,19,N40-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,1000,5
17334,19,N40-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,3,1
17335,19,N40-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.18,2
17336,19,N40-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.225,4
17337,19,N40-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,500,5
17338,19,N40-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.005,4
17339,19,N40-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,1,1
17340,19,N40-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.1,2
17341,19,N40-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.123,4
17342,19,N40-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,303,28,1,0,0,0,0,3,1
17343,19,N40-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,303,28,1,0,0,0,0,0.17,2
17344,19,N40-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,303,28,1,0,0,0,0,0.216,4
17345,19,N40-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,303,28,1,0,0,0,0,500,5
17346,19,N40-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,5,1
17347,19,N40-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,0.22,2
17348,19,N40-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,0.26,4
17349,19,N40-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,250,5
17350,19,N40-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,1,1
17351,19,N40-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,0.14,2
17352,19,N40-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,0.151,4
17353,19,N40-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,1,1
17354,19,N40-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.18,2
17355,19,N40-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.191,4
17356,19,N40-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,3,1
17357,19,N40-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,3,1
17358,19,N40-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.17,2
17359,19,N40-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,0.2,2
17360,19,N40-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,0.235,4
17361,19,N40-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,500,5
17362,19,N40-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,500,5
17363,19,N40-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,4,1
17364,19,N40-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,0.2,2
17365,19,N40-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
17366,19,N40-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,0.25,4
17367,19,N40-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,333,5
17368,19,N40-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,2,1
17369,19,N40-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.18,2
17370,19,N40-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.216,4
17371,19,N40-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,1000,5
17372,19,N40-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,4,1
17373,19,N40-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,0.18,2
17374,19,N40-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,0.231,4
17375,19,N40-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,316,28,1,0,0,0,0,333,5
17376,19,N40-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,2,1
17377,19,N40-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,0.2,2
17378,19,N40-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,0.233,4
17379,19,N40-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,1000,5
17380,19,N40-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,1,1
17381,19,N40-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.06,2
17382,19,N40-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,4,1
17383,19,N40-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.12,2
17384,19,N40-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.161,4
17385,19,N40-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,333,5
17386,19,N40-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,285,28,1,0,0,0,0,6,1
17387,19,N40-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,285,28,1,0,0,0,0,0.16,2
17388,19,N40-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,285,28,1,0,0,0,0,200,5
17389,19,N40-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,2,1
17390,19,N40-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.1,2
17391,19,N40-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.11,4
17392,19,N40-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1000,5
17393,19,N40-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,3,1
17394,19,N40-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.11,2
17395,19,N40-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.115,4
17396,19,N40-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,500,5
17397,19,N40-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,6,1
17398,19,N40-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.21,2
17399,19,N40-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.352,4
17400,19,N40-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,200,5
17401,19,N40-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,1,1
17402,19,N40-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.12,2
17403,19,N40-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,6,1
17404,19,N40-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,0.18,2
17405,19,N40-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,0.334,4
17406,19,N40-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,200,5
17407,19,N40-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,4,1
17408,19,N40-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.11,2
17409,19,N40-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.13,4
17410,19,N40-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,333,5
17411,19,N40-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,5,1
17412,19,N40-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.12,2
17413,19,N40-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.187,4
17414,19,N40-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,250,5
17415,19,N40-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,3,1
17416,19,N40-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.09,2
17417,19,N40-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.114,4
17418,19,N40-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,500,5
17419,19,N40-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,3,1
17420,19,N40-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.09,2
17421,19,N40-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.108,4
17422,19,N40-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,500,5
17423,19,N40-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1,1
17424,19,N40-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.09,2
17425,19,N40-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.005,4
17426,19,N40-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.087,4
17427,19,N40-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,1,1
17428,19,N40-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.06,2
17429,19,N40-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.069,4
17430,19,N40-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,3,1
17431,19,N40-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.13,2
17432,19,N40-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,500,5
17433,19,N40-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
17434,19,N40-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,5,1
17435,19,N40-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.16,2
17436,19,N40-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.315,4
17437,19,N40-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,250,5
17438,19,N40-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,5,1
17439,19,N40-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.12,2
17440,19,N40-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,250,5
17441,19,N40-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,3,1
17442,19,N40-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.12,2
17443,19,N40-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.12,4
17444,19,N40-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,500,5
17445,19,N40-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,2,1
17446,19,N40-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.09,2
17447,19,N40-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,1000,5
17448,19,N40-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.003,4
17449,19,N40-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,1,1
17450,19,N40-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.11,2
17451,19,N40-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.096,4
17452,19,N40-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,4,1
17453,19,N40-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.11,2
17454,19,N40-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.144,4
17455,19,N40-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,333,5
17456,19,N40-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,2,1
17457,19,N40-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.09,2
17458,19,N40-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.104,4
17459,19,N40-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,1000,5
17460,19,N40-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,2,1
17461,19,N40-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,5,1
17462,19,N40-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.09,2
17463,19,N40-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.13,2
17464,19,N40-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.099,4
17465,19,N40-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.277,4
17466,19,N40-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,1000,5
17467,19,N40-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,250,5
17468,19,N40-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,3,1
17469,19,N40-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.09,2
17470,19,N40-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,500,5
17471,19,N40-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,6,1
17472,19,N40-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.16,2
17473,19,N40-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.35,4
17474,19,N40-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,200,5
17475,19,N40-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,3,1
17476,19,N40-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.1,2
17477,19,N40-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.108,4
17478,19,N40-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,500,5
17479,19,N40-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,5,1
17480,19,N40-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,0.26,2
17481,19,N40-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,0.351,4
17482,19,N40-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,250,5
17483,19,N40-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,5,1
17484,19,N40-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.16,2
17485,19,N40-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.228,4
17486,19,N40-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,250,5
17487,19,N40-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,1,1
17488,19,N40-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,3,1
17489,19,N40-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.06,2
17490,19,N40-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.13,2
17491,19,N40-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.059,4
17492,19,N40-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.171,4
17493,19,N40-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,500,5
17494,19,N40-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.001,4
17495,19,N40-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,3,1
17496,19,N40-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,4,1
17497,19,N40-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,4,1
17498,19,N40-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,0.1,2
17499,19,N40-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.12,2
17500,19,N40-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.14,2
17501,19,N40-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,0.158,4
17502,19,N40-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.178,4
17503,19,N40-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.196,4
17504,19,N40-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,500,5
17505,19,N40-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,333,5
17506,19,N40-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,333,5
17507,19,N40-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.003,4
17508,19,N40-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,1,1
17509,19,N40-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.07,2
17510,19,N40-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.069,4
17511,19,N40-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,2,1
17512,19,N40-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.1,2
17513,19,N40-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.134,4
17514,19,N40-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,1000,5
17515,19,N40-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,1,1
17516,19,N40-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.04,2
17517,19,N40-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.045,4
17518,19,N40-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,4,1
17519,19,N40-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.12,2
17520,19,N40-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.173,4
17521,19,N40-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,333,5
17522,19,N40-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,5,1
17523,19,N40-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.13,2
17524,19,N40-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.193,4
17525,19,N40-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,250,5
17526,19,N40-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,2,1
17527,19,N40-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,3,1
17528,19,N40-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,0.08,2
17529,19,N40-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.14,2
17530,19,N40-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,0.104,4
17531,19,N40-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,1000,5
17532,19,N40-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,500,5
17533,19,N40-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,3,1
17534,19,N40-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.09,2
17535,19,N40-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.146,4
17536,19,N40-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,500,5
17537,19,N40-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,2,1
17538,19,N40-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,3,1
17539,19,N40-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.1,2
17540,19,N40-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.09,2
17541,19,N40-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.121,4
17542,19,N40-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,1000,5
17543,19,N40-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,500,5
17544,19,N40-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,1,1
17545,19,N40-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,4,1
17546,19,N40-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.04,2
17547,19,N40-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.13,2
17548,19,N40-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.182,4
17549,19,N40-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,333,5
17550,19,N40-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,3,1
17551,19,N40-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,0.11,2
17552,19,N40-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,0.174,4
17553,19,N40-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,500,5
17554,19,N40-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,2,1
17555,19,N40-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,0.08,2
17556,19,N40-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,1000,5
17557,19,N40-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,5,1
17558,19,N40-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.14,2
17559,19,N40-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.207,4
17560,19,N40-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,250,5
17561,19,N40-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,5,1
17562,19,N40-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.21,2
17563,19,N40-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.29,4
17564,19,N40-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,250,5
17565,19,N40-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,5,1
17566,19,N40-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.13,2
17567,19,N40-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,250,5
17568,19,N40-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,1,1
17569,19,N40-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.07,2
17570,19,N40-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.081,4
17571,19,N40-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,4,1
17572,19,N40-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,0.14,2
17573,19,N40-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,0.167,4
17574,19,N40-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,333,5
17575,19,N40-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,3,1
17576,19,N40-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.12,2
17577,19,N40-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.139,4
17578,19,N40-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,500,5
17579,19,N40-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,244,28,1,0,0,0,0,5,1
17580,19,N40-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,244,28,1,0,0,0,0,0.17,2
17581,19,N40-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,244,28,1,0,0,0,0,0.2,4
17582,19,N40-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,244,28,1,0,0,0,0,250,5
17583,19,N40-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.005,4
17584,19,N40-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,4,1
17585,19,N40-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.11,2
17586,19,N40-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.143,4
17587,19,N40-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,333,5
17588,19,N40-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,2,1
17589,19,N40-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,3,1
17590,19,N40-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.08,2
17591,19,N40-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.11,2
17592,19,N40-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.095,4
17593,19,N40-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.135,4
17594,19,N40-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,1000,5
17595,19,N40-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,500,5
17596,19,N40-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,5,1
17597,19,N40-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.15,2
17598,19,N40-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.002,4
17599,19,N40-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.183,4
17600,19,N40-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,250,5
17601,19,N40-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,4,1
17602,19,N40-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.11,2
17603,19,N40-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,333,5
17604,19,N40-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,6,1
17605,19,N40-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,0.15,2
17606,19,N40-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,0.2,4
17607,19,N40-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,200,5
17608,19,N40-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
17609,19,N40-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,2,1
17610,19,N40-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.13,2
17611,19,N40-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.138,4
17612,19,N40-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,1000,5
17613,19,N40-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,1,1
17614,19,N40-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,0.07,2
17615,19,N40-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,1,1
17616,19,N40-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.1,2
17617,19,N40-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.1,4
17618,19,N40-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,3,1
17619,19,N40-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,0.11,2
17620,19,N40-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,500,5
17621,19,N40-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,3,1
17622,19,N40-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.13,2
17623,19,N40-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.146,4
17624,19,N40-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,500,5
17625,19,N40-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,2,1
17626,19,N40-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.08,2
17627,19,N40-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,1000,5
17628,19,N40-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,4,1
17629,19,N40-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.12,2
17630,19,N40-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.149,4
17631,19,N40-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,333,5
17632,19,N40-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,6,1
17633,19,N40-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,0.2,2
17634,19,N40-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,0.256,4
17635,19,N40-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,200,5
17636,19,N40-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,2,1
17637,19,N40-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,6,1
17638,19,N40-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.11,2
17639,19,N40-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.16,2
17640,19,N40-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.125,4
17641,19,N40-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.211,4
17642,19,N40-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,1000,5
17643,19,N40-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,200,5
17644,19,N40-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,5,1
17645,19,N40-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,0.15,2
17646,19,N40-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,250,5
17647,19,N40-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,6,1
17648,19,N40-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,0.15,2
17649,19,N40-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,200,5
17650,19,N40-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,2,1
17651,19,N40-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.09,2
17652,19,N40-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.104,4
17653,19,N40-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,1000,5
17654,19,N40-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,2,1
17655,19,N40-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.11,2
17656,19,N40-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.117,4
17657,19,N40-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1000,5
17658,19,N40-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,4,1
17659,19,N40-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.13,2
17660,19,N40-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.157,4
17661,19,N40-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,333,5
17662,19,N40-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,5,1
17663,19,N40-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.06,2
17664,19,N40-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.081,4
17665,19,N40-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,250,5
17666,19,N40-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,5,1
17667,19,N40-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.07,2
17668,19,N40-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.089,4
17669,19,N40-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,250,5
17670,19,N40-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,2,1
17671,19,N40-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.03,2
17672,19,N40-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,1000,5
17673,19,N40-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,1,1
17674,19,N40-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,0.02,2
17675,19,N40-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,2,1
17676,19,N40-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,0.02,2
17677,19,N40-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,54,28,1,0,0,0,0,1000,5
17678,19,N40-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,43,28,1,0,0,0,0,1,1
17679,19,N40-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,43,28,1,0,0,0,0,0.02,2
17680,19,N40-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,3,1
17681,19,N40-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.03,2
17682,19,N40-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,500,5
17683,19,N40-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,6,1
17684,19,N40-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.1,2
17685,19,N40-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.128,4
17686,19,N40-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,200,5
17687,19,N40-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,2,1
17688,19,N40-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,0.03,2
17689,19,N40-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,1000,5
17690,19,N40-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,3,1
17691,19,N40-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.03,2
17692,19,N40-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,500,5
17693,19,N40-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,5,1
17694,19,N40-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.06,2
17695,19,N40-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.083,4
17696,19,N40-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,250,5
17697,19,N40-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,2,1
17698,19,N40-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.02,2
17699,19,N40-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,1000,5
17700,19,N40-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,1,1
17701,19,N40-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.02,2
17702,19,N40-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1,1
17703,19,N40-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.01,2
17704,19,N40-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,3,1
17705,19,N40-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,5,1
17706,19,N40-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.05,2
17707,19,N40-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.07,2
17708,19,N40-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.066,4
17709,19,N40-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.085,4
17710,19,N40-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,500,5
17711,19,N40-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,250,5
17712,19,N40-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,5,1
17713,19,N40-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.09,2
17714,19,N40-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.117,4
17715,19,N40-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,250,5
17716,19,N40-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,6,1
17717,19,N40-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.08,2
17718,19,N40-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,200,5
17719,19,N40-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,6,1
17720,19,N40-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.09,2
17721,19,N40-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.118,4
17722,19,N40-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,200,5
17723,19,N40-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,7,1
17724,19,N40-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.14,2
17725,19,N40-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.179,4
17726,19,N40-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,167,5
17727,19,N40-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,6,1
17728,19,N40-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.08,2
17729,19,N40-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.111,4
17730,19,N40-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,200,5
17731,19,N40-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,4,1
17732,19,N40-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.06,2
17733,19,N40-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.079,4
17734,19,N40-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,333,5
17735,19,N40-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,4,1
17736,19,N40-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.05,2
17737,19,N40-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.073,4
17738,19,N40-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,333,5
17739,19,N40-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,5,1
17740,19,N40-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.08,2
17741,19,N40-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.102,4
17742,19,N40-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,250,5
17743,19,N40-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,3,1
17744,19,N40-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.04,2
17745,19,N40-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,500,5
17746,19,N40-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,2,1
17747,19,N40-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.04,2
17748,19,N40-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,1000,5
17749,19,N40-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,7,1
17750,19,N40-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.1,2
17751,19,N40-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.163,4
17752,19,N40-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,167,5
17753,19,N40-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,3,1
17754,19,N40-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
17755,19,N40-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,500,5
17756,19,N40-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,4,1
17757,19,N40-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.05,2
17758,19,N40-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.069,4
17759,19,N40-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,333,5
17760,19,N40-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,7,1
17761,19,N40-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,0.1,2
17762,19,N40-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,167,5
17763,19,N40-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,7,1
17764,19,N40-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.12,2
17765,19,N40-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.2,4
17766,19,N40-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,167,5
17767,19,N40-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,4,1
17768,19,N40-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.06,2
17769,19,N40-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.087,4
17770,19,N40-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,333,5
17771,19,N40-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,4,1
17772,19,N40-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
17773,19,N40-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,333,5
17774,19,N40-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,2,1
17775,19,N40-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
17776,19,N40-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,1000,5
17777,19,N40-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,3,1
17778,19,N40-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.05,2
17779,19,N40-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,500,5
17780,19,N40-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,55,28,1,0,0,0,0,1,1
17781,19,N40-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,55,28,1,0,0,0,0,0.01,2
17782,19,N40-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,5,1
17783,19,N40-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.06,2
17784,19,N40-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,250,5
17785,19,N40-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,2,1
17786,19,N40-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.04,2
17787,19,N40-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,31,28,1,0,0,0,0,0.001,4
17788,19,N40-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.043,4
17789,19,N40-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,1000,5
17790,19,N40-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,6,1
17791,19,N40-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.1,2
17792,19,N40-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,200,5
17793,19,N40-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,4,1
17794,19,N40-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
17795,19,N40-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,333,5
17796,19,N40-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,4,1
17797,19,N40-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.04,2
17798,19,N40-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.05,4
17799,19,N40-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,333,5
17800,19,N40-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,4,1
17801,19,N40-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.05,2
17802,19,N40-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.063,4
17803,19,N40-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,333,5
17804,19,N40-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,4,1
17805,19,N40-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.05,2
17806,19,N40-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.056,4
17807,19,N40-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,333,5
17808,19,N40-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,5,1
17809,19,N40-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.08,2
17810,19,N40-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.094,4
17811,19,N40-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,250,5
17812,19,N40-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1,1
17813,19,N40-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.03,2
17814,19,N40-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.028,4
17815,19,N40-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,6,1
17816,19,N40-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.1,2
17817,19,N40-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.128,4
17818,19,N40-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,200,5
17819,19,N40-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,1,1
17820,19,N40-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,0.02,2
17821,19,N40-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,5,1
17822,19,N40-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.08,2
17823,19,N40-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.098,4
17824,19,N40-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,250,5
17825,19,N40-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,3,1
17826,19,N40-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
17827,19,N40-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,43,28,1,0,0,0,0,0.003,4
17828,19,N40-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.049,4
17829,19,N40-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,500,5
17830,19,N40-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,2,1
17831,19,N40-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.04,2
17832,19,N40-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,1000,5
17833,19,N40-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,3,1
17834,19,N40-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,5,1
17835,19,N40-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.04,2
17836,19,N40-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.07,2
17837,19,N40-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,500,5
17838,19,N40-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,250,5
17839,19,N40-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,2,1
17840,19,N40-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.04,2
17841,19,N40-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.046,4
17842,19,N40-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,1000,5
17843,19,N40-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,4,1
17844,19,N40-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.07,2
17845,19,N40-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.085,4
17846,19,N40-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,333,5
17847,19,N40-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,1,1
17848,19,N40-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.03,2
17849,19,N40-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.032,4
17850,19,N40-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,5,1
17851,19,N40-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.07,2
17852,19,N40-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.09,4
17853,19,N40-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,250,5
17854,19,N40-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,6,1
17855,19,N40-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.16,2
17856,19,N40-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.194,4
17857,19,N40-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,200,5
17858,19,N40-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,4,1
17859,19,N40-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.06,2
17860,19,N40-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.07,4
17861,19,N40-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,333,5
17862,19,N40-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,1,1
17863,19,N40-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,6,1
17864,19,N40-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.04,2
17865,19,N40-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.13,2
17866,19,N40-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.038,4
17867,19,N40-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.181,4
17868,19,N40-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,200,5
17869,19,N40-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,4,1
17870,19,N40-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.04,2
17871,19,N40-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.052,4
17872,19,N40-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,333,5
17873,19,N40-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,46,28,1,0,0,0,0,1,1
17874,19,N40-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,46,28,1,0,0,0,0,0.02,2
17875,19,N40-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,46,28,1,0,0,0,0,0.022,4
17876,19,N40-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,5,1
17877,19,N40-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,0.09,2
17878,19,N40-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,0.108,4
17879,19,N40-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,250,5
17880,19,N40-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,6,1
17881,19,N40-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.1,2
17882,19,N40-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.135,4
17883,19,N40-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,200,5
17884,19,N40-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,4,1
17885,19,N40-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.06,2
17886,19,N40-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.078,4
17887,19,N40-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,333,5
17888,19,N40-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,3,1
17889,19,N40-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.04,2
17890,19,N40-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.047,4
17891,19,N40-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,500,5
17892,19,N40-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,5,1
17893,19,N40-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,5,1
17894,19,N40-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.05,2
17895,19,N40-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.06,2
17896,19,N40-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.06,4
17897,19,N40-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.072,4
17898,19,N40-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,250,5
17899,19,N40-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,250,5
17900,19,N40-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,1,1
17901,19,N40-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.03,2
17902,19,N40-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.033,4
17903,19,N40-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,4,1
17904,19,N40-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.04,2
17905,19,N40-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.047,4
17906,19,N40-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,333,5
17907,19,N40-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,4,1
17908,19,N40-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.03,2
17909,19,N40-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,333,5
17910,19,N40-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,4,1
17911,19,N40-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.03,2
17912,19,N40-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.045,4
17913,19,N40-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,333,5
17914,19,N40-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,6,1
17915,19,N40-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.08,2
17916,19,N40-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.123,4
17917,19,N40-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,200,5
17918,19,N40-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,3,1
17919,19,N40-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.04,2
17920,19,N40-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.044,4
17921,19,N40-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,500,5
17922,19,N40-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,1,1
17923,19,N40-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,7,1
17924,19,N40-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.03,2
17925,19,N40-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.08,2
17926,19,N40-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.123,4
17927,19,N40-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,167,5
17928,19,N40-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,3,1
17929,19,N40-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.04,2
17930,19,N40-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.043,4
17931,19,N40-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,500,5
17932,19,N40-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,5,1
17933,19,N40-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.04,2
17934,19,N40-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.05,4
17935,19,N40-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,250,5
17936,19,N40-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,58,28,1,0,0,0,0,1,1
17937,19,N40-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,58,28,1,0,0,0,0,0.06,2
17938,19,N40-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,2,1
17939,19,N40-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.04,2
17940,19,N40-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.036,4
17941,19,N40-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,1000,5
17942,19,N40-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,7,1
17943,19,N40-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.08,2
17944,19,N40-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,167,5
17945,19,N40-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,7,1
17946,19,N40-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.15,2
17947,19,N40-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.178,4
17948,19,N40-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,167,5
17949,19,N40-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,2,1
17950,19,N40-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.04,2
17951,19,N40-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.036,4
17952,19,N40-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,1000,5
17953,19,N40-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,5,1
17954,19,N40-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.06,2
17955,19,N40-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.066,4
17956,19,N40-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,250,5
17957,19,N40-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,7,1
17958,19,N40-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.08,2
17959,19,N40-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.126,4
17960,19,N40-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,167,5
17961,19,N40-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,6,1
17962,19,N40-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.06,2
17963,19,N40-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.084,4
17964,19,N40-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,200,5
17965,19,N40-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,6,1
17966,19,N40-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.06,2
17967,19,N40-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.078,4
17968,19,N40-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,200,5
17969,19,N40-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,7,1
17970,19,N40-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.1,2
17971,19,N40-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.143,4
17972,19,N40-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,167,5
17973,19,N40-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,7,1
17974,19,N40-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.12,2
17975,19,N40-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.179,4
17976,19,N40-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,167,5
17977,19,N40-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,5,1
17978,19,N40-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
17979,19,N40-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.055,4
17980,19,N40-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,250,5
17981,19,N40-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,7,1
17982,19,N40-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.14,2
17983,19,N40-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.194,4
17984,19,N40-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,167,5
17985,19,N40-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,6,1
17986,19,N40-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,0.06,2
17987,19,N40-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,200,5
17988,19,N40-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,3,1
17989,19,N40-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.03,2
17990,19,N40-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,500,5
17991,19,N40-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,6,1
17992,19,N40-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,0.07,2
17993,19,N40-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,0.09,4
17994,19,N40-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,200,5
17995,19,N40-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,3,1
17996,19,N40-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.03,2
17997,19,N40-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.04,4
17998,19,N40-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,500,5
17999,19,N40-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,5,1
18000,19,N40-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
18001,19,N40-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,250,5
18002,19,N42-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,2,1
18003,19,N42-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,0.27,2
18004,19,N42-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,0.278,4
18005,19,N42-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,1000,5
18006,19,N42-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,453,28,1,0,0,0,0,5,1
18007,19,N42-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,453,28,1,0,0,0,0,0.29,2
18008,19,N42-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,453,28,1,0,0,0,0,0.345,4
18009,19,N42-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,453,28,1,0,0,0,0,250,5
18010,19,N42-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,373,28,1,0,0,0,0,1,1
18011,19,N42-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,373,28,1,0,0,0,0,0.12,2
18012,19,N42-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,1,1
18013,19,N42-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,0.16,2
18014,19,N42-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,0.177,4
18015,19,N42-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,484,28,1,0,0,0,0,4,1
18016,19,N42-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,484,28,1,0,0,0,0,0.28,2
18017,19,N42-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,484,28,1,0,0,0,0,333,5
18018,19,N42-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,3,1
18019,19,N42-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,0.28,2
18020,19,N42-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,0.288,4
18021,19,N42-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,500,5
18022,19,N42-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,2,1
18023,19,N42-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,0.24,2
18024,19,N42-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,0.232,4
18025,19,N42-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,1000,5
18026,19,N42-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.005,4
18027,19,N42-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,2,1
18028,19,N42-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,0.21,2
18029,19,N42-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,0.195,4
18030,19,N42-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,1000,5
18031,19,N42-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,423,28,1,0,0,0,0,3,1
18032,19,N42-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,423,28,1,0,0,0,0,0.22,2
18033,19,N42-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,423,28,1,0,0,0,0,500,5
18034,19,N42-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,3,1
18035,19,N42-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,0.3,2
18036,19,N42-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,0.318,4
18037,19,N42-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,500,5
18038,19,N42-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,2,1
18039,19,N42-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,0.26,2
18040,19,N42-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,0.254,4
18041,19,N42-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,1000,5
18042,19,N42-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,1,1
18043,19,N42-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,0.21,2
18044,19,N42-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,0.273,4
18045,19,N42-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,3,1
18046,19,N42-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,0.26,2
18047,19,N42-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,0.273,4
18048,19,N42-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,500,5
18049,19,N42-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,2,1
18050,19,N42-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,0.21,2
18051,19,N42-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,1000,5
18052,19,N42-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,1,1
18053,19,N42-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.12,2
18054,19,N42-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.14,4
18055,19,N42-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,1,1
18056,19,N42-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,0.14,2
18057,19,N42-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,0.156,4
18058,19,N42-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.003,4
18059,19,N42-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,3,1
18060,19,N42-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,0.22,2
18061,19,N42-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,0.25,4
18062,19,N42-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,500,5
18063,19,N42-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,5,1
18064,19,N42-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.26,2
18065,19,N42-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.326,4
18066,19,N42-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,250,5
18067,19,N42-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,1,1
18068,19,N42-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,0.24,2
18069,19,N42-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,0.314,4
18070,19,N42-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,5,1
18071,19,N42-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,0.28,2
18072,19,N42-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
18073,19,N42-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,0.321,4
18074,19,N42-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,250,5
18075,19,N42-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,2,1
18076,19,N42-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.21,2
18077,19,N42-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.243,4
18078,19,N42-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,1000,5
18079,19,N42-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,1,1
18080,19,N42-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.22,2
18081,19,N42-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.218,4
18082,19,N42-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,478,28,1,0,0,0,0,4,1
18083,19,N42-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,478,28,1,0,0,0,0,0.35,2
18084,19,N42-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,478,28,1,0,0,0,0,0.477,4
18085,19,N42-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,478,28,1,0,0,0,0,333,5
18086,19,N42-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,2,1
18087,19,N42-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.25,2
18088,19,N42-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.272,4
18089,19,N42-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,1000,5
18090,19,N42-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,1,1
18091,19,N42-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,0.17,2
18092,19,N42-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,2,1
18093,19,N42-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.24,2
18094,19,N42-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.261,4
18095,19,N42-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,1000,5
18096,19,N42-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,1,1
18097,19,N42-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,0.17,2
18098,19,N42-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,0.18,4
18099,19,N42-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,1,1
18100,19,N42-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.25,2
18101,19,N42-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.246,4
18102,19,N42-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,446,28,1,0,0,0,0,2,1
18103,19,N42-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,446,28,1,0,0,0,0,0.3,2
18104,19,N42-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,446,28,1,0,0,0,0,0.325,4
18105,19,N42-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,446,28,1,0,0,0,0,1000,5
18106,19,N42-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,3,1
18107,19,N42-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,0.33,2
18108,19,N42-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,0.438,4
18109,19,N42-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,447,28,1,0,0,0,0,500,5
18110,19,N42-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,2,1
18111,19,N42-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,0.37,2
18112,19,N42-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,1000,5
18113,19,N42-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,3,1
18114,19,N42-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,0.3,2
18115,19,N42-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,0.451,4
18116,19,N42-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,471,28,1,0,0,0,0,500,5
18117,19,N42-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.004,4
18118,19,N42-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,2,1
18119,19,N42-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,0.27,2
18120,19,N42-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,0.291,4
18121,19,N42-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,1000,5
18122,19,N42-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,473,28,1,0,0,0,0,3,1
18123,19,N42-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,473,28,1,0,0,0,0,0.36,2
18124,19,N42-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,473,28,1,0,0,0,0,0.461,4
18125,19,N42-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,473,28,1,0,0,0,0,500,5
18126,19,N42-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.001,4
18127,19,N42-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,2,1
18128,19,N42-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,0.21,2
18129,19,N42-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,1000,5
18130,19,N42-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,477,28,1,0,0,0,0,4,1
18131,19,N42-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,4,1
18132,19,N42-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,477,28,1,0,0,0,0,0.31,2
18133,19,N42-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,0.33,2
18134,19,N42-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,0.455,4
18135,19,N42-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,477,28,1,0,0,0,0,333,5
18136,19,N42-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,333,5
18137,19,N42-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,4,1
18138,19,N42-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.31,2
18139,19,N42-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.431,4
18140,19,N42-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,333,5
18141,19,N42-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,3,1
18142,19,N42-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.3,2
18143,19,N42-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.4,4
18144,19,N42-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,500,5
18145,19,N42-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,2,1
18146,19,N42-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,0.19,2
18147,19,N42-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,0.227,4
18148,19,N42-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,1000,5
18149,19,N42-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,1,1
18150,19,N42-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.25,2
18151,19,N42-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.223,4
18152,19,N42-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,4,1
18153,19,N42-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,0.24,2
18154,19,N42-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,333,5
18155,19,N42-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,2,1
18156,19,N42-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.28,2
18157,19,N42-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.278,4
18158,19,N42-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,1000,5
18159,19,N42-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.004,4
18160,19,N42-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,2,1
18161,19,N42-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,4,1
18162,19,N42-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,0.24,2
18163,19,N42-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,0.24,2
18164,19,N42-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,0.243,4
18165,19,N42-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,0.291,4
18166,19,N42-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,1000,5
18167,19,N42-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,370,28,1,0,0,0,0,333,5
18168,19,N42-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.002,4
18169,19,N42-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,1,1
18170,19,N42-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.28,2
18171,19,N42-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,4,1
18172,19,N42-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,0.29,2
18173,19,N42-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,0.334,4
18174,19,N42-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,333,5
18175,19,N42-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,1,1
18176,19,N42-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,0.11,2
18177,19,N42-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,0.065,4
18178,19,N42-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,5,1
18179,19,N42-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,0.26,2
18180,19,N42-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,0.31,4
18181,19,N42-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,250,5
18182,19,N42-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,2,1
18183,19,N42-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.26,2
18184,19,N42-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.256,4
18185,19,N42-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,1000,5
18186,19,N42-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,3,1
18187,19,N42-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.25,2
18188,19,N42-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.283,4
18189,19,N42-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,500,5
18190,19,N42-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,2,1
18191,19,N42-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,0.3,2
18192,19,N42-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,0.298,4
18193,19,N42-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,1000,5
18194,19,N42-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,4,1
18195,19,N42-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,0.28,2
18196,19,N42-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,0.324,4
18197,19,N42-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,333,5
18198,19,N42-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,1,1
18199,19,N42-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,0.11,2
18200,19,N42-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,3,1
18201,19,N42-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,0.25,2
18202,19,N42-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,500,5
18203,19,N42-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,4,1
18204,19,N42-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,0.26,2
18205,19,N42-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,0.311,4
18206,19,N42-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,333,5
18207,19,N42-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,1,1
18208,19,N42-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.22,2
18209,19,N42-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.185,4
18210,19,N42-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,2,1
18211,19,N42-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.19,2
18212,19,N42-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.249,4
18213,19,N42-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,1000,5
18214,19,N42-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.006,4
18215,19,N42-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,5,1
18216,19,N42-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,0.29,2
18217,19,N42-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,0.347,4
18218,19,N42-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,250,5
18219,19,N42-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,3,1
18220,19,N42-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,0.28,2
18221,19,N42-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,0.305,4
18222,19,N42-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,500,5
18223,19,N42-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,446,28,1,0,0,0,0,5,1
18224,19,N42-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,446,28,1,0,0,0,0,0.26,2
18225,19,N42-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,446,28,1,0,0,0,0,250,5
18226,19,N42-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,1,1
18227,19,N42-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,0.16,2
18228,19,N42-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,334,28,1,0,0,0,0,0.085,4
18229,19,N42-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,6,1
18230,19,N42-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.21,2
18231,19,N42-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.315,4
18232,19,N42-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,200,5
18233,19,N42-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,1,1
18234,19,N42-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,1,1
18235,19,N42-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.06,2
18236,19,N42-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.11,2
18237,19,N42-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.069,4
18238,19,N42-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.106,4
18239,19,N42-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,3,1
18240,19,N42-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.09,2
18241,19,N42-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,500,5
18242,19,N42-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,3,1
18243,19,N42-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.09,2
18244,19,N42-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.004,4
18245,19,N42-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.11,4
18246,19,N42-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,500,5
18247,19,N42-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,5,1
18248,19,N42-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,6,1
18249,19,N42-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.13,2
18250,19,N42-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.16,2
18251,19,N42-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.167,4
18252,19,N42-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.209,4
18253,19,N42-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,250,5
18254,19,N42-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,200,5
18255,19,N42-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,2,1
18256,19,N42-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.09,2
18257,19,N42-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.102,4
18258,19,N42-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,1000,5
18259,19,N42-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,3,1
18260,19,N42-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.12,2
18261,19,N42-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.129,4
18262,19,N42-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,500,5
18263,19,N42-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,3,1
18264,19,N42-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.09,2
18265,19,N42-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.104,4
18266,19,N42-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,500,5
18267,19,N42-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,2,1
18268,19,N42-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.1,2
18269,19,N42-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.11,4
18270,19,N42-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1000,5
18271,19,N42-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,4,1
18272,19,N42-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.12,2
18273,19,N42-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.15,4
18274,19,N42-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,333,5
18275,19,N42-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,3,1
18276,19,N42-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.13,2
18277,19,N42-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,500,5
18278,19,N42-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,6,1
18279,19,N42-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.16,2
18280,19,N42-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,0.257,4
18281,19,N42-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,267,28,1,0,0,0,0,200,5
18282,19,N42-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.002,4
18283,19,N42-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.006,4
18284,19,N42-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,2,1
18285,19,N42-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.09,2
18286,19,N42-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.109,4
18287,19,N42-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,1000,5
18288,19,N42-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,1,1
18289,19,N42-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,5,1
18290,19,N42-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.12,2
18291,19,N42-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.12,2
18292,19,N42-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.157,4
18293,19,N42-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,250,5
18294,19,N42-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,2,1
18295,19,N42-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.09,2
18296,19,N42-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.118,4
18297,19,N42-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,1000,5
18298,19,N42-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,6,1
18299,19,N42-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,0.18,2
18300,19,N42-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,0.266,4
18301,19,N42-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,286,28,1,0,0,0,0,200,5
18302,19,N42-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1,1
18303,19,N42-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.09,2
18304,19,N42-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.094,4
18305,19,N42-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,3,1
18306,19,N42-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.1,2
18307,19,N42-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.111,4
18308,19,N42-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,500,5
18309,19,N42-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,4,1
18310,19,N42-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.11,2
18311,19,N42-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.144,4
18312,19,N42-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,333,5
18313,19,N42-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,3,1
18314,19,N42-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,0.11,2
18315,19,N42-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,500,5
18316,19,N42-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,1,1
18317,19,N42-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,4,1
18318,19,N42-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.06,2
18319,19,N42-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.11,2
18320,19,N42-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.136,4
18321,19,N42-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,333,5
18322,19,N42-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,5,1
18323,19,N42-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.12,2
18324,19,N42-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,250,5
18325,19,N42-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,6,1
18326,19,N42-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.2,2
18327,19,N42-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.264,4
18328,19,N42-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,200,5
18329,19,N42-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,6,1
18330,19,N42-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,0.16,2
18331,19,N42-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,0.22,4
18332,19,N42-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,200,5
18333,19,N42-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,5,1
18334,19,N42-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.12,2
18335,19,N42-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.154,4
18336,19,N42-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,250,5
18337,19,N42-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,2,1
18338,19,N42-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.12,2
18339,19,N42-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.135,4
18340,19,N42-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,1000,5
18341,19,N42-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,5,1
18342,19,N42-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.12,2
18343,19,N42-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.156,4
18344,19,N42-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,250,5
18345,19,N42-14-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
18346,19,N42-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1,1
18347,19,N42-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.11,2
18348,19,N42-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.115,4
18349,19,N42-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,4,1
18350,19,N42-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.11,2
18351,19,N42-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,333,5
18352,19,N42-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,2,1
18353,19,N42-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.09,2
18354,19,N42-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.119,4
18355,19,N42-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,1000,5
18356,19,N42-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,5,1
18357,19,N42-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.11,2
18358,19,N42-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.144,4
18359,19,N42-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,250,5
18360,19,N42-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,6,1
18361,19,N42-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,0.15,2
18362,19,N42-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,0.217,4
18363,19,N42-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,200,5
18364,19,N42-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,6,1
18365,19,N42-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.14,2
18366,19,N42-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.188,4
18367,19,N42-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,200,5
18368,19,N42-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,3,1
18369,19,N42-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.13,2
18370,19,N42-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.147,4
18371,19,N42-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,500,5
18372,19,N42-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.005,4
18373,19,N42-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,1,1
18374,19,N42-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.06,2
18375,19,N42-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.073,4
18376,19,N42-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,2,1
18377,19,N42-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.11,2
18378,19,N42-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.126,4
18379,19,N42-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,1000,5
18380,19,N42-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,4,1
18381,19,N42-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.12,2
18382,19,N42-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.151,4
18383,19,N42-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,333,5
18384,19,N42-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,1,1
18385,19,N42-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.06,2
18386,19,N42-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,5,1
18387,19,N42-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.11,2
18388,19,N42-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,250,5
18389,19,N42-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,4,1
18390,19,N42-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.11,2
18391,19,N42-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.148,4
18392,19,N42-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,333,5
18393,19,N42-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,210,28,1,0,0,0,0,5,1
18394,19,N42-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,210,28,1,0,0,0,0,0.13,2
18395,19,N42-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,210,28,1,0,0,0,0,0.165,4
18396,19,N42-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,210,28,1,0,0,0,0,250,5
18397,19,N42-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,2,1
18398,19,N42-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.13,2
18399,19,N42-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.13,4
18400,19,N42-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,1000,5
18401,19,N42-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,257,28,1,0,0,0,0,6,1
18402,19,N42-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,257,28,1,0,0,0,0,0.15,2
18403,19,N42-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,257,28,1,0,0,0,0,200,5
18404,19,N42-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,3,1
18405,19,N42-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,0.1,2
18406,19,N42-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,500,5
18407,19,N42-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,3,1
18408,19,N42-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,0.1,2
18409,19,N42-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,0.139,4
18410,19,N42-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,500,5
18411,19,N42-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,2,1
18412,19,N42-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.09,2
18413,19,N42-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,1000,5
18414,19,N42-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,67,28,1,0,0,0,0,0.003,4
18415,19,N42-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,1,1
18416,19,N42-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,2,1
18417,19,N42-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.08,2
18418,19,N42-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.09,2
18419,19,N42-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.08,4
18420,19,N42-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.099,4
18421,19,N42-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,1000,5
18422,19,N42-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,5,1
18423,19,N42-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.1,2
18424,19,N42-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.131,4
18425,19,N42-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,250,5
18426,19,N42-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,5,1
18427,19,N42-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.09,2
18428,19,N42-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,250,5
18429,19,N42-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,4,1
18430,19,N42-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.09,2
18431,19,N42-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.103,4
18432,19,N42-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,333,5
18433,19,N42-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,4,1
18434,19,N42-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,0.08,2
18435,19,N42-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,333,5
18436,19,N42-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,1,1
18437,19,N42-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.07,2
18438,19,N42-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.07,4
18439,19,N42-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,5,1
18440,19,N42-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.13,2
18441,19,N42-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.173,4
18442,19,N42-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,250,5
18443,19,N42-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,6,1
18444,19,N42-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.19,2
18445,19,N42-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,200,5
18446,19,N42-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,1,1
18447,19,N42-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,0.06,2
18448,19,N42-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,0.056,4
18449,19,N42-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,279,28,1,0,0,0,0,6,1
18450,19,N42-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,6,1
18451,19,N42-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,279,28,1,0,0,0,0,0.19,2
18452,19,N42-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.2,2
18453,19,N42-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,279,28,1,0,0,0,0,0.249,4
18454,19,N42-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.259,4
18455,19,N42-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,279,28,1,0,0,0,0,200,5
18456,19,N42-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,200,5
18457,19,N42-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,2,1
18458,19,N42-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,0.07,2
18459,19,N42-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,1000,5
18460,19,N42-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,2,1
18461,19,N42-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,0.07,2
18462,19,N42-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,0.092,4
18463,19,N42-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,1000,5
18464,19,N42-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,3,1
18465,19,N42-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.08,2
18466,19,N42-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.101,4
18467,19,N42-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,500,5
18468,19,N42-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,5,1
18469,19,N42-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.12,2
18470,19,N42-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.152,4
18471,19,N42-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,250,5
18472,19,N42-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,5,1
18473,19,N42-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.1,2
18474,19,N42-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.118,4
18475,19,N42-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,250,5
18476,19,N42-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,3,1
18477,19,N42-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.08,2
18478,19,N42-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,500,5
18479,19,N42-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.001,4
18480,19,N42-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,5,1
18481,19,N42-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.19,2
18482,19,N42-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.238,4
18483,19,N42-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,250,5
18484,19,N42-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,5,1
18485,19,N42-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.09,2
18486,19,N42-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.105,4
18487,19,N42-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,250,5
18488,19,N42-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,1,1
18489,19,N42-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.04,2
18490,19,N42-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,1,1
18491,19,N42-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.1,2
18492,19,N42-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.092,4
18493,19,N42-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.003,4
18494,19,N42-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,4,1
18495,19,N42-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,0.08,2
18496,19,N42-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,0.097,4
18497,19,N42-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,333,5
18498,19,N42-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,4,1
18499,19,N42-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.1,2
18500,19,N42-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.109,4
18501,19,N42-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,333,5
18502,19,N42-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,1,1
18503,19,N42-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.04,2
18504,19,N42-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.047,4
18505,19,N42-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,5,1
18506,19,N42-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.17,2
18507,19,N42-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,0.219,4
18508,19,N42-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,262,28,1,0,0,0,0,250,5
18509,19,N42-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,5,1
18510,19,N42-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.06,2
18511,19,N42-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.082,4
18512,19,N42-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,250,5
18513,19,N42-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,5,1
18514,19,N42-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.06,2
18515,19,N42-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.075,4
18516,19,N42-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,250,5
18517,19,N42-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,1,1
18518,19,N42-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.02,2
18519,19,N42-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,8,1
18520,19,N42-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.12,2
18521,19,N42-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.184,4
18522,19,N42-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,143,5
18523,19,N42-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,4,1
18524,19,N42-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.04,2
18525,19,N42-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,333,5
18526,19,N42-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,6,1
18527,19,N42-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.09,2
18528,19,N42-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,200,5
18529,19,N42-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,4,1
18530,19,N42-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,5,1
18531,19,N42-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.05,2
18532,19,N42-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.07,2
18533,19,N42-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,0.006,4
18534,19,N42-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.062,4
18535,19,N42-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.101,4
18536,19,N42-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,333,5
18537,19,N42-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,250,5
18538,19,N42-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,4,1
18539,19,N42-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.05,2
18540,19,N42-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.066,4
18541,19,N42-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,333,5
18542,19,N42-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,4,1
18543,19,N42-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.04,2
18544,19,N42-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.011,4
18545,19,N42-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,333,5
18546,19,N42-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,1,1
18547,19,N42-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.03,2
18548,19,N42-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.005,4
18549,19,N42-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,8,1
18550,19,N42-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.12,2
18551,19,N42-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.177,4
18552,19,N42-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,143,5
18553,19,N42-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,2,1
18554,19,N42-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.03,2
18555,19,N42-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.003,4
18556,19,N42-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,1000,5
18557,19,N42-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,3,1
18558,19,N42-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.03,2
18559,19,N42-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,500,5
18560,19,N42-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,3,1
18561,19,N42-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,8,1
18562,19,N42-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.03,2
18563,19,N42-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.12,2
18564,19,N42-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.001,4
18565,19,N42-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.17,4
18566,19,N42-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,500,5
18567,19,N42-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,143,5
18568,19,N42-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
18569,19,N42-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.02,2
18570,19,N42-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,3,1
18571,19,N42-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.04,2
18572,19,N42-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,500,5
18573,19,N42-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,6,1
18574,19,N42-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.12,2
18575,19,N42-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.194,4
18576,19,N42-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,200,5
18577,19,N42-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,2,1
18578,19,N42-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.03,2
18579,19,N42-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,1000,5
18580,19,N42-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,4,1
18581,19,N42-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
18582,19,N42-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.057,4
18583,19,N42-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,333,5
18584,19,N42-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,5,1
18585,19,N42-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
18586,19,N42-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.071,4
18587,19,N42-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,250,5
18588,19,N42-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,3,1
18589,19,N42-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,6,1
18590,19,N42-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.03,2
18591,19,N42-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.1,2
18592,19,N42-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.151,4
18593,19,N42-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,500,5
18594,19,N42-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,200,5
18595,19,N42-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,2,1
18596,19,N42-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,5,1
18597,19,N42-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.03,2
18598,19,N42-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.09,2
18599,19,N42-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.005,4
18600,19,N42-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.122,4
18601,19,N42-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,1000,5
18602,19,N42-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,250,5
18603,19,N42-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,2,1
18604,19,N42-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.03,2
18605,19,N42-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,1000,5
18606,19,N42-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,1,1
18607,19,N42-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.04,2
18608,19,N42-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,3,1
18609,19,N42-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.03,2
18610,19,N42-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.001,4
18611,19,N42-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,500,5
18612,19,N42-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,5,1
18613,19,N42-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.05,2
18614,19,N42-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.071,4
18615,19,N42-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,250,5
18616,19,N42-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,6,1
18617,19,N42-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.09,2
18618,19,N42-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.142,4
18619,19,N42-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,200,5
18620,19,N42-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,33,28,1,0,0,0,0,0.003,4
18621,19,N42-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,3,1
18622,19,N42-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.03,2
18623,19,N42-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.041,4
18624,19,N42-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,500,5
18625,19,N42-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,3,1
18626,19,N42-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.03,2
18627,19,N42-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.042,4
18628,19,N42-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,500,5
18629,19,N42-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,5,1
18630,19,N42-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.04,2
18631,19,N42-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,250,5
18632,19,N42-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,4,1
18633,19,N42-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,4,1
18634,19,N42-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.04,2
18635,19,N42-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.04,2
18636,19,N42-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.048,4
18637,19,N42-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,333,5
18638,19,N42-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,333,5
18639,19,N42-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,7,1
18640,19,N42-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.06,2
18641,19,N42-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,167,5
18642,19,N42-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,4,1
18643,19,N42-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
18644,19,N42-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.047,4
18645,19,N42-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,333,5
18646,19,N42-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,7,1
18647,19,N42-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.14,2
18648,19,N42-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.193,4
18649,19,N42-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,167,5
18650,19,N42-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,5,1
18651,19,N42-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.05,2
18652,19,N42-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.058,4
18653,19,N42-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,250,5
18654,19,N42-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,5,1
18655,19,N42-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.05,2
18656,19,N42-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.071,4
18657,19,N42-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,250,5
18658,19,N42-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,45,28,1,0,0,0,0,0.004,4
18659,19,N42-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,3,1
18660,19,N42-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.04,2
18661,19,N42-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.049,4
18662,19,N42-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,500,5
18663,19,N42-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,7,1
18664,19,N42-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.07,2
18665,19,N42-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.111,4
18666,19,N42-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,167,5
18667,19,N42-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,3,1
18668,19,N42-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.04,2
18669,19,N42-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.044,4
18670,19,N42-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,500,5
18671,19,N42-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,5,1
18672,19,N42-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.04,2
18673,19,N42-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.051,4
18674,19,N42-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,250,5
18675,19,N42-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,6,1
18676,19,N42-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.06,2
18677,19,N42-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.073,4
18678,19,N42-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,200,5
18679,19,N42-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,7,1
18680,19,N42-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.08,2
18681,19,N42-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.127,4
18682,19,N42-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,167,5
18683,19,N42-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,2,1
18684,19,N42-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,5,1
18685,19,N42-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.02,2
18686,19,N42-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.04,2
18687,19,N42-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.026,4
18688,19,N42-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.052,4
18689,19,N42-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,1000,5
18690,19,N42-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,250,5
18691,19,N42-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,4,1
18692,19,N42-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.04,2
18693,19,N42-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.05,4
18694,19,N42-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,333,5
18695,19,N42-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,7,1
18696,19,N42-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.06,2
18697,19,N42-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,33,28,1,0,0,0,0,0.002,4
18698,19,N42-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.09,4
18699,19,N42-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,167,5
18700,19,N42-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,3,1
18701,19,N42-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.03,2
18702,19,N42-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,500,5
18703,19,N42-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,2,1
18704,19,N42-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.02,2
18705,19,N42-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,1000,5
18706,19,N42-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,5,1
18707,19,N42-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.05,2
18708,19,N42-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,250,5
18709,19,N42-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,6,1
18710,19,N42-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.05,2
18711,19,N42-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.072,4
18712,19,N42-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,200,5
18713,19,N42-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,5,1
18714,19,N42-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.05,2
18715,19,N42-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.064,4
18716,19,N42-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,250,5
18717,19,N42-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,7,1
18718,19,N42-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.11,2
18719,19,N42-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.161,4
18720,19,N42-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,167,5
18721,19,N42-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,2,1
18722,19,N42-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.03,2
18723,19,N42-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.034,4
18724,19,N42-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,1000,5
18725,19,N42-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,1,1
18726,19,N42-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.04,2
18727,19,N42-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,5,1
18728,19,N42-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.07,2
18729,19,N42-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.097,4
18730,19,N42-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,250,5
18731,19,N42-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,3,1
18732,19,N42-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,5,1
18733,19,N42-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
18734,19,N42-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.05,2
18735,19,N42-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.067,4
18736,19,N42-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,500,5
18737,19,N42-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,250,5
18738,19,N42-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,6,1
18739,19,N42-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.11,2
18740,19,N42-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,200,5
18741,19,N42-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,46,28,1,0,0,0,0,1,1
18742,19,N42-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,4,1
18743,19,N42-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.04,2
18744,19,N42-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.051,4
18745,19,N42-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,333,5
18746,19,N42-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,6,1
18747,19,N42-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.11,2
18748,19,N42-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.156,4
18749,19,N42-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,200,5
18750,19,N42-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,5,1
18751,19,N42-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
18752,19,N42-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,250,5
18753,19,N42-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,5,1
18754,19,N42-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.06,2
18755,19,N42-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.08,4
18756,19,N42-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,250,5
18757,19,N42-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,5,1
18758,19,N42-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.06,2
18759,19,N42-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.073,4
18760,19,N42-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,250,5
18761,19,N42-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,7,1
18762,19,N42-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.13,2
18763,19,N42-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,167,5
18764,19,N42-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,5,1
18765,19,N42-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.05,2
18766,19,N42-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.063,4
18767,19,N42-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,250,5
18768,19,N42-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,3,1
18769,19,N42-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.04,2
18770,19,N42-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.049,4
18771,19,N42-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,500,5
18772,19,N42-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,7,1
18773,19,N42-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.13,2
18774,19,N42-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.16,4
18775,19,N42-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,167,5
18776,19,N42-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,2,1
18777,19,N42-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.04,2
18778,19,N42-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.037,4
18779,19,N42-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,1000,5
18780,19,N42-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,6,1
18781,19,N42-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.11,2
18782,19,N42-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.168,4
18783,19,N42-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,200,5
18784,19,N42-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,4,1
18785,19,N42-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
18786,19,N42-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.048,4
18787,19,N42-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,333,5
18788,19,N42-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,7,1
18789,19,N42-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,0.11,2
18790,19,N42-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,0.186,4
18791,19,N42-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,167,5
18792,19,N42-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,7,1
18793,19,N42-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.11,2
18794,19,N42-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.184,4
18795,19,N42-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,167,5
18796,19,N42-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,3,1
18797,19,N42-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.05,2
18798,19,N42-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.041,4
18799,19,N42-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,500,5
18800,19,N42-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,4,1
18801,19,N42-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,4,1
18802,19,N42-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.04,2
18803,19,N42-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
18804,19,N42-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.049,4
18805,19,N42-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.056,4
18806,19,N42-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,333,5
18807,19,N42-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,333,5
18808,19,N42-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,6,1
18809,19,N42-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.12,2
18810,19,N42-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.173,4
18811,19,N42-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,200,5
18812,19,N42-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,7,1
18813,19,N42-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.11,2
18814,19,N42-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.188,4
18815,19,N42-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,167,5
18816,19,N42-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,3,1
18817,19,N42-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.04,2
18818,19,N42-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.045,4
18819,19,N42-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,500,5
18820,19,N42-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,5,1
18821,19,N42-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.04,2
18822,19,N42-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.055,4
18823,19,N42-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,250,5
18824,19,N42-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,5,1
18825,19,N42-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.09,2
18826,19,N42-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.132,4
18827,19,N42-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,250,5
18828,19,N42-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,4,1
18829,19,N42-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.05,2
18830,19,N42-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,333,5
18831,19,N42-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,5,1
18832,19,N42-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.04,2
18833,19,N42-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.055,4
18834,19,N42-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,250,5
18835,19,N42-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,2,1
18836,19,N42-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.05,2
18837,19,N42-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,1000,5
18838,19,N42-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,3,1
18839,19,N42-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
18840,19,N42-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.043,4
18841,19,N42-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,500,5
18842,19,S20-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.002,4
18843,19,S20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,3,1
18844,19,S20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,0.26,2
18845,19,S20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,500,5
18846,19,S20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,2,1
18847,19,S20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.18,2
18848,19,S20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.202,4
18849,19,S20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,1000,5
18850,19,S20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,2,1
18851,19,S20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.1,2
18852,19,S20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.126,4
18853,19,S20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,1000,5
18854,19,S20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,2,1
18855,19,S20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,0.33,2
18856,19,S20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,0.398,4
18857,19,S20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,1000,5
18858,19,S20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,1,1
18859,19,S20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.01,2
18860,19,S20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.068,4
18861,19,S20-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,336,28,1,0,0,0,0,1,1
18862,19,S20-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,336,28,1,0,0,0,0,0.01,2
18863,19,S20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,285,28,1,0,0,0,0,2,1
18864,19,S20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,285,28,1,0,0,0,0,0.21,2
18865,19,S20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,285,28,1,0,0,0,0,0.253,4
18866,19,S20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,285,28,1,0,0,0,0,1000,5
18867,19,S20-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.004,4
18868,19,S20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,454,28,1,0,0,0,0,4,1
18869,19,S20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,454,28,1,0,0,0,0,0.38,2
18870,19,S20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,454,28,1,0,0,0,0,0.491,4
18871,19,S20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,454,28,1,0,0,0,0,333,5
18872,19,S20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,252,28,1,0,0,0,0,1,1
18873,19,S20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,252,28,1,0,0,0,0,0.12,2
18874,19,S20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,252,28,1,0,0,0,0,0.134,4
18875,19,S20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,2,1
18876,19,S20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,0.29,2
18877,19,S20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,0.356,4
18878,19,S20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,1000,5
18879,19,S20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,2,1
18880,19,S20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,0.37,2
18881,19,S20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,0.434,4
18882,19,S20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,413,28,1,0,0,0,0,1000,5
18883,19,S20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,3,1
18884,19,S20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,0.34,2
18885,19,S20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,0.401,4
18886,19,S20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,320,28,1,0,0,0,0,500,5
18887,19,S20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,1,1
18888,19,S20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,0.16,2
18889,19,S20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,0.167,4
18890,19,S20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,2,1
18891,19,S20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.1,2
18892,19,S20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,1000,5
18893,19,S20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,4,1
18894,19,S20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,0.43,2
18895,19,S20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,0.485,4
18896,19,S20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,434,28,1,0,0,0,0,333,5
18897,19,S20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,3,1
18898,19,S20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,0.38,2
18899,19,S20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,0.44,4
18900,19,S20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,500,5
18901,19,S20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,2,1
18902,19,S20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,0.23,2
18903,19,S20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,0.286,4
18904,19,S20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,1000,5
18905,19,S20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,335,28,1,0,0,0,0,2,1
18906,19,S20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,335,28,1,0,0,0,0,0.26,2
18907,19,S20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,335,28,1,0,0,0,0,0.32,4
18908,19,S20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,335,28,1,0,0,0,0,1000,5
18909,19,S20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,3,1
18910,19,S20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.26,2
18911,19,S20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.328,4
18912,19,S20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,500,5
18913,19,S20-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,279,28,1,0,0,0,0,1,1
18914,19,S20-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,279,28,1,0,0,0,0,0.01,2
18915,19,S20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,1,1
18916,19,S20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,0.09,2
18917,19,S20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,198,28,1,0,0,0,0,0.052,4
18918,19,S20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,2,1
18919,19,S20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,0.19,2
18920,19,S20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,0.169,4
18921,19,S20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,314,28,1,0,0,0,0,1000,5
18922,19,S20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,3,1
18923,19,S20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,3,1
18924,19,S20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,0.25,2
18925,19,S20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.29,2
18926,19,S20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,0.266,4
18927,19,S20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,0.303,4
18928,19,S20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,500,5
18929,19,S20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,405,28,1,0,0,0,0,500,5
18930,19,S20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,4,1
18931,19,S20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,0.24,2
18932,19,S20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,0.346,4
18933,19,S20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,284,28,1,0,0,0,0,333,5
18934,19,S20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,4,1
18935,19,S20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,0.31,2
18936,19,S20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,0.417,4
18937,19,S20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,333,5
18938,19,S20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,279,28,1,0,0,0,0,2,1
18939,19,S20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,279,28,1,0,0,0,0,0.08,2
18940,19,S20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,279,28,1,0,0,0,0,0.089,4
18941,19,S20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,279,28,1,0,0,0,0,1000,5
18942,19,S20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,3,1
18943,19,S20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,0.21,2
18944,19,S20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,0.238,4
18945,19,S20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,500,5
18946,19,S20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,341,28,1,0,0,0,0,2,1
18947,19,S20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,341,28,1,0,0,0,0,0.22,2
18948,19,S20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,341,28,1,0,0,0,0,0.206,4
18949,19,S20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,341,28,1,0,0,0,0,1000,5
18950,19,S20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,506,28,1,0,0,0,0,4,1
18951,19,S20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,506,28,1,0,0,0,0,0.38,2
18952,19,S20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,506,28,1,0,0,0,0,0.501,4
18953,19,S20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,506,28,1,0,0,0,0,333,5
18954,19,S20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,4,1
18955,19,S20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,0.24,2
18956,19,S20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,0.367,4
18957,19,S20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,333,5
18958,19,S20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,1,1
18959,19,S20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,2,1
18960,19,S20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.01,2
18961,19,S20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.15,2
18962,19,S20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.005,4
18963,19,S20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.139,4
18964,19,S20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,1000,5
18965,19,S20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,2,1
18966,19,S20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.08,2
18967,19,S20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.016,4
18968,19,S20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,1000,5
18969,19,S20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,2,1
18970,19,S20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,0.25,2
18971,19,S20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,0.239,4
18972,19,S20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,1000,5
18973,19,S20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,239,28,1,0,0,0,0,3,1
18974,19,S20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,239,28,1,0,0,0,0,0.18,2
18975,19,S20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,239,28,1,0,0,0,0,0.277,4
18976,19,S20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,239,28,1,0,0,0,0,500,5
18977,19,S20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,4,1
18978,19,S20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.28,2
18979,19,S20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.388,4
18980,19,S20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,333,5
18981,19,S20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,2,1
18982,19,S20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.08,2
18983,19,S20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,1000,5
18984,19,S20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,6,1
18985,19,S20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.17,2
18986,19,S20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,200,5
18987,19,S20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,2,1
18988,19,S20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.04,2
18989,19,S20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,1000,5
18990,19,S20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,1,1
18991,19,S20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.03,2
18992,19,S20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,12,28,1,0,0,0,0,1,1
18993,19,S20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,12,28,1,0,0,0,0,0.05,2
18994,19,S20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,4,1
18995,19,S20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,5,1
18996,19,S20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,0.12,2
18997,19,S20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.11,2
18998,19,S20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,333,5
18999,19,S20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,250,5
19000,19,S20-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,1,1
19001,19,S20-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
19002,19,S20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,5,1
19003,19,S20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,0.11,2
19004,19,S20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,250,5
19005,19,S20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,5,1
19006,19,S20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.14,2
19007,19,S20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,250,5
19008,19,S20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,2,1
19009,19,S20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.06,2
19010,19,S20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,1000,5
19011,19,S20-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,1,1
19012,19,S20-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.07,2
19013,19,S20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,4,1
19014,19,S20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,0.11,2
19015,19,S20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,333,5
19016,19,S20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,3,1
19017,19,S20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,0.07,2
19018,19,S20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,132,28,1,0,0,0,0,500,5
19019,19,S20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,4,1
19020,19,S20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.11,2
19021,19,S20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,333,5
19022,19,S20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,2,1
19023,19,S20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.09,2
19024,19,S20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,1000,5
19025,19,S20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,2,1
19026,19,S20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.04,2
19027,19,S20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,1000,5
19028,19,S20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,5,1
19029,19,S20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,0.15,2
19030,19,S20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,250,5
19031,19,S20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,3,1
19032,19,S20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,4,1
19033,19,S20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.07,2
19034,19,S20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.09,2
19035,19,S20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,500,5
19036,19,S20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,333,5
19037,19,S20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,4,1
19038,19,S20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.14,2
19039,19,S20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,333,5
19040,19,S20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,4,1
19041,19,S20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,0.08,2
19042,19,S20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,180,28,1,0,0,0,0,333,5
19043,19,S20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,3,1
19044,19,S20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,4,1
19045,19,S20-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,6,1
19046,19,S20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.09,2
19047,19,S20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.1,2
19048,19,S20-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,0.19,2
19049,19,S20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,500,5
19050,19,S20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,333,5
19051,19,S20-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,200,5
19052,19,S20-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,6,1
19053,19,S20-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,0.23,2
19054,19,S20-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,200,5
19055,19,S20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,3,1
19056,19,S20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,0.08,2
19057,19,S20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,500,5
19058,19,S20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,5,1
19059,19,S20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.19,2
19060,19,S20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,250,5
19061,19,S20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,4,1
19062,19,S20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.08,2
19063,19,S20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,333,5
19064,19,S20-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,366,28,1,0,0,0,0,6,1
19065,19,S20-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,366,28,1,0,0,0,0,0.26,2
19066,19,S20-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,366,28,1,0,0,0,0,200,5
19067,19,S20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,4,1
19068,19,S20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.11,2
19069,19,S20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,333,5
19070,19,S20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,5,1
19071,19,S20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.15,2
19072,19,S20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.175,4
19073,19,S20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,250,5
19074,19,S20-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.003,4
19075,19,S20-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,1,1
19076,19,S20-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,137,28,1,0,0,0,0,0.01,2
19077,19,S20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,3,1
19078,19,S20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.06,2
19079,19,S20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,500,5
19080,19,S20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,2,1
19081,19,S20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.04,2
19082,19,S20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.078,4
19083,19,S20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,1000,5
19084,19,S20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,4,1
19085,19,S20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.1,2
19086,19,S20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.114,4
19087,19,S20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,333,5
19088,19,S20-14-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
19089,19,S20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,3,1
19090,19,S20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.06,2
19091,19,S20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.091,4
19092,19,S20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,500,5
19093,19,S20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,5,1
19094,19,S20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,0.19,2
19095,19,S20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,0.219,4
19096,19,S20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,250,5
19097,19,S20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,1,1
19098,19,S20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,5,1
19099,19,S20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.06,2
19100,19,S20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.11,2
19101,19,S20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.065,4
19102,19,S20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,0.129,4
19103,19,S20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,175,28,1,0,0,0,0,250,5
19104,19,S20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,4,1
19105,19,S20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.07,2
19106,19,S20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.095,4
19107,19,S20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,333,5
19108,19,S20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,2,1
19109,19,S20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.04,2
19110,19,S20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,1000,5
19111,19,S20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,2,1
19112,19,S20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.08,2
19113,19,S20-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.005,4
19114,19,S20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.088,4
19115,19,S20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,1000,5
19116,19,S20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,1,1
19117,19,S20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.04,2
19118,19,S20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.051,4
19119,19,S20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,2,1
19120,19,S20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.07,2
19121,19,S20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.082,4
19122,19,S20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,1000,5
19123,19,S20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,3,1
19124,19,S20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.08,2
19125,19,S20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.096,4
19126,19,S20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,500,5
19127,19,S20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,3,1
19128,19,S20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,4,1
19129,19,S20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.09,2
19130,19,S20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.07,2
19131,19,S20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.108,4
19132,19,S20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,500,5
19133,19,S20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,333,5
19134,19,S20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,5,1
19135,19,S20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,0.09,2
19136,19,S20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,0.132,4
19137,19,S20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,250,5
19138,19,S20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,1,1
19139,19,S20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.01,2
19140,19,S20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.029,4
19141,19,S20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,5,1
19142,19,S20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,0.27,2
19143,19,S20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,250,5
19144,19,S20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,5,1
19145,19,S20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.11,2
19146,19,S20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.138,4
19147,19,S20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,250,5
19148,19,S20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,4,1
19149,19,S20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,5,1
19150,19,S20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.09,2
19151,19,S20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.3,2
19152,19,S20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.107,4
19153,19,S20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,333,5
19154,19,S20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,250,5
19155,19,S20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,1,1
19156,19,S20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,5,1
19157,19,S20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.07,2
19158,19,S20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.09,2
19159,19,S20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.08,4
19160,19,S20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.119,4
19161,19,S20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,250,5
19162,19,S20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,5,1
19163,19,S20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.23,2
19164,19,S20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.267,4
19165,19,S20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,250,5
19166,19,S20-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,6,1
19167,19,S20-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,0.22,2
19168,19,S20-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,200,5
19169,19,S20-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,6,1
19170,19,S20-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,0.24,2
19171,19,S20-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,200,5
19172,19,S20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,5,1
19173,19,S20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,5,1
19174,19,S20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.11,2
19175,19,S20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,0.23,2
19176,19,S20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,250,5
19177,19,S20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,250,5
19178,19,S20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,3,1
19179,19,S20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.07,2
19180,19,S20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,500,5
19181,19,S20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,5,1
19182,19,S20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,0.19,2
19183,19,S20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,272,28,1,0,0,0,0,250,5
19184,19,S20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,3,1
19185,19,S20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.1,2
19186,19,S20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,500,5
19187,19,S20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,1,1
19188,19,S20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,0.01,2
19189,19,S20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,2,1
19190,19,S20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.07,2
19191,19,S20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,1000,5
19192,19,S20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,2,1
19193,19,S20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.05,2
19194,19,S20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,1000,5
19195,19,S20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,4,1
19196,19,S20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,0.11,2
19197,19,S20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,333,5
19198,19,S20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,3,1
19199,19,S20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.11,2
19200,19,S20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,500,5
19201,19,S20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,3,1
19202,19,S20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.07,2
19203,19,S20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,500,5
19204,19,S20-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,1,1
19205,19,S20-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.01,2
19206,19,S20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,3,1
19207,19,S20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.09,2
19208,19,S20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,500,5
19209,19,S20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,1,1
19210,19,S20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,4,1
19211,19,S20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,4,1
19212,19,S20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,5,1
19213,19,S20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.07,2
19214,19,S20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.08,2
19215,19,S20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,0.1,2
19216,19,S20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.1,2
19217,19,S20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,333,5
19218,19,S20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,172,28,1,0,0,0,0,333,5
19219,19,S20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,250,5
19220,19,S20-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,2,1
19221,19,S20-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.05,2
19222,19,S20-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,1000,5
19223,19,S20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,5,1
19224,19,S20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,0.1,2
19225,19,S20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,250,5
19226,19,S20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,6,1
19227,19,S20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.22,2
19228,19,S20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,200,5
19229,19,S20-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,6,1
19230,19,S20-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.26,2
19231,19,S20-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,200,5
19232,19,S20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,4,1
19233,19,S20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.08,2
19234,19,S20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,333,5
19235,19,S20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,5,1
19236,19,S20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.12,2
19237,19,S20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,250,5
19238,19,S20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,3,1
19239,19,S20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,5,1
19240,19,S20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,0.08,2
19241,19,S20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,0.15,2
19242,19,S20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,500,5
19243,19,S20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,250,5
19244,19,S20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,2,1
19245,19,S20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,4,1
19246,19,S20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.08,2
19247,19,S20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.11,2
19248,19,S20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,1000,5
19249,19,S20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,333,5
19250,19,S20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,1,1
19251,19,S20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.01,2
19252,19,S20-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,6,1
19253,19,S20-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,7,1
19254,19,S20-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
19255,19,S20-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.14,2
19256,19,S20-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.058,4
19257,19,S20-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.175,4
19258,19,S20-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,200,5
19259,19,S20-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,167,5
19260,19,S20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,3,1
19261,19,S20-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,6,1
19262,19,S20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.04,2
19263,19,S20-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.04,2
19264,19,S20-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.056,4
19265,19,S20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,500,5
19266,19,S20-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,200,5
19267,19,S20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,3,1
19268,19,S20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,3,1
19269,19,S20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.02,2
19270,19,S20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.03,2
19271,19,S20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.04,4
19272,19,S20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,500,5
19273,19,S20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,500,5
19274,19,S20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,1,1
19275,19,S20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.03,2
19276,19,S20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.015,4
19277,19,S20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,4,1
19278,19,S20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.03,2
19279,19,S20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.047,4
19280,19,S20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,333,5
19281,19,S20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,4,1
19282,19,S20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.03,2
19283,19,S20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.047,4
19284,19,S20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,333,5
19285,19,S20-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,5,1
19286,19,S20-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
19287,19,S20-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.054,4
19288,19,S20-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,250,5
19289,19,S20-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,7,1
19290,19,S20-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,0.06,2
19291,19,S20-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,0.086,4
19292,19,S20-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,167,5
19293,19,S20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,2,1
19294,19,S20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.02,2
19295,19,S20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,1000,5
19296,19,S20-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,5,1
19297,19,S20-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
19298,19,S20-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.057,4
19299,19,S20-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,250,5
19300,19,S20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,5,1
19301,19,S20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
19302,19,S20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,250,5
19303,19,S20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,4,1
19304,19,S20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.04,2
19305,19,S20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.055,4
19306,19,S20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,333,5
19307,19,S20-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,7,1
19308,19,S20-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.11,2
19309,19,S20-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.161,4
19310,19,S20-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,167,5
19311,19,S20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,1,1
19312,19,S20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,0.01,2
19313,19,S20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,53,28,1,0,0,0,0,0.01,4
19314,19,S20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,4,1
19315,19,S20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.04,2
19316,19,S20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.05,4
19317,19,S20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,333,5
19318,19,S20-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,7,1
19319,19,S20-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.08,2
19320,19,S20-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.118,4
19321,19,S20-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,167,5
19322,19,S20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,4,1
19323,19,S20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.03,2
19324,19,S20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.047,4
19325,19,S20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,333,5
19326,19,S20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,5,1
19327,19,S20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
19328,19,S20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,250,5
19329,19,S20-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,7,1
19330,19,S20-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.05,2
19331,19,S20-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.079,4
19332,19,S20-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,167,5
19333,19,S20-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,7,1
19334,19,S20-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.05,2
19335,19,S20-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.083,4
19336,19,S20-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,167,5
19337,19,S20-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,7,1
19338,19,S20-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.07,2
19339,19,S20-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.099,4
19340,19,S20-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,167,5
19341,19,S20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,5,1
19342,19,S20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.04,2
19343,19,S20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.053,4
19344,19,S20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,250,5
19345,19,S20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,2,1
19346,19,S20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.02,2
19347,19,S20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.026,4
19348,19,S20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,1000,5
19349,19,S20-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,6,1
19350,19,S20-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.05,2
19351,19,S20-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.066,4
19352,19,S20-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,200,5
19353,19,S20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,3,1
19354,19,S20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.02,2
19355,19,S20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,0.035,4
19356,19,S20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,57,28,1,0,0,0,0,500,5
19357,19,S20-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,6,1
19358,19,S20-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.05,2
19359,19,S20-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.074,4
19360,19,S20-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,200,5
19361,19,S20-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,6,1
19362,19,S20-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
19363,19,S20-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,200,5
19364,19,S20-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,31,28,1,0,0,0,0,0.001,4
19365,19,S20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,6,1
19366,19,S20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.05,2
19367,19,S20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.075,4
19368,19,S20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,200,5
19369,19,S20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,2,1
19370,19,S20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.02,2
19371,19,S20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.033,4
19372,19,S20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,1000,5
19373,19,S20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,3,1
19374,19,S20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,5,1
19375,19,S20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,6,1
19376,19,S20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.03,2
19377,19,S20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.04,2
19378,19,S20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.06,2
19379,19,S20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.044,4
19380,19,S20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.063,4
19381,19,S20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.091,4
19382,19,S20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,500,5
19383,19,S20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,250,5
19384,19,S20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,200,5
19385,19,S20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,6,1
19386,19,S20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.12,2
19387,19,S20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.17,4
19388,19,S20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,200,5
19389,19,S20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,6,1
19390,19,S20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.08,2
19391,19,S20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.113,4
19392,19,S20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,200,5
19393,19,S20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,2,1
19394,19,S20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.02,2
19395,19,S20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.036,4
19396,19,S20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,1000,5
19397,19,S20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,6,1
19398,19,S20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.06,2
19399,19,S20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.084,4
19400,19,S20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,200,5
19401,19,S20-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,1,1
19402,19,S20-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.01,2
19403,19,S20-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,2,1
19404,19,S20-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.02,2
19405,19,S20-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,1000,5
19406,19,S20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,3,1
19407,19,S20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.03,2
19408,19,S20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,500,5
19409,19,S20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,4,1
19410,19,S20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,5,1
19411,19,S20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.03,2
19412,19,S20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.06,2
19413,19,S20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.051,4
19414,19,S20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,333,5
19415,19,S20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,250,5
19416,19,S20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,6,1
19417,19,S20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,6,1
19418,19,S20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.09,2
19419,19,S20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.15,2
19420,19,S20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.132,4
19421,19,S20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.196,4
19422,19,S20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,200,5
19423,19,S20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,200,5
19424,19,S20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,5,1
19425,19,S20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.05,2
19426,19,S20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.072,4
19427,19,S20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,250,5
19428,19,S20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,4,1
19429,19,S20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.03,2
19430,19,S20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.051,4
19431,19,S20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,333,5
19432,19,S20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,5,1
19433,19,S20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.04,2
19434,19,S20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.056,4
19435,19,S20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,250,5
19436,19,S20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,3,1
19437,19,S20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.02,2
19438,19,S20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.039,4
19439,19,S20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,500,5
19440,19,S20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,51,28,1,0,0,0,0,1,1
19441,19,S20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,51,28,1,0,0,0,0,0.01,2
19442,19,S20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,51,28,1,0,0,0,0,0.031,4
19443,19,S20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,3,1
19444,19,S20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.03,2
19445,19,S20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.048,4
19446,19,S20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,500,5
19447,19,S20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,6,1
19448,19,S20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.05,2
19449,19,S20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.082,4
19450,19,S20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,200,5
19451,19,S20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,4,1
19452,19,S20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.03,2
19453,19,S20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,333,5
19454,19,S20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,4,1
19455,19,S20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.03,2
19456,19,S20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,333,5
19457,19,S20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,8,1
19458,19,S20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.1,2
19459,19,S20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,143,5
19460,19,S20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1,1
19461,19,S20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.01,2
19462,19,S20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,2,1
19463,19,S20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,4,1
19464,19,S20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,7,1
19465,19,S20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.03,2
19466,19,S20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
19467,19,S20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.05,2
19468,19,S20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,1000,5
19469,19,S20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,333,5
19470,19,S20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,167,5
19471,19,S20-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,40,28,1,0,0,0,0,1,1
19472,19,S20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,2,1
19473,19,S20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.02,2
19474,19,S20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,1000,5
19475,19,S20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,5,1
19476,19,S20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
19477,19,S20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,250,5
19478,19,S20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,8,1
19479,19,S20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.12,2
19480,19,S20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,143,5
19481,19,S20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,2,1
19482,19,S20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.02,2
19483,19,S20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,1000,5
19484,19,S20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,2,1
19485,19,S20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.02,2
19486,19,S20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,1000,5
19487,19,S20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,6,1
19488,19,S20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.04,2
19489,19,S20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,200,5
19490,19,S20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,8,1
19491,19,S20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.06,2
19492,19,S20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,143,5
19493,19,S20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,6,1
19494,19,S20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
19495,19,S20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,200,5
19496,19,S20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,8,1
19497,19,S20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.07,2
19498,19,S20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,143,5
19499,19,S20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,4,1
19500,19,S20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.03,2
19501,19,S20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,333,5
19502,19,S20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,5,1
19503,19,S20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,7,1
19504,19,S20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.05,2
19505,19,S20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.05,2
19506,19,S20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,250,5
19507,19,S20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,167,5
19508,19,S20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,5,1
19509,19,S20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
19510,19,S20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,250,5
19511,19,S20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,5,1
19512,19,S20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.04,2
19513,19,S20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,250,5
19514,19,S20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,8,1
19515,19,S20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.06,2
19516,19,S20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,143,5
19517,19,S20-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,47,28,1,0,0,0,0,1,1
19518,19,S20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,3,1
19519,19,S20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,0.03,2
19520,19,S20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,65,28,1,0,0,0,0,500,5
19521,19,S20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,3,1
19522,19,S20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
19523,19,S20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,500,5
19524,19,S20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,6,1
19525,19,S20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,0.05,2
19526,19,S20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,200,5
19527,19,S20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,2,1
19528,19,S20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.03,2
19529,19,S20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,1000,5
19530,19,S20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,3,1
19531,19,S20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.03,2
19532,19,S20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,500,5
19533,19,S20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,4,1
19534,19,S20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.04,2
19535,19,S20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,333,5
19536,19,S22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,1,1
19537,19,S22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,0.09,2
19538,19,S22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,0.102,4
19539,19,S22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,1,1
19540,19,S22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.01,2
19541,19,S22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.067,4
19542,19,S22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,408,28,1,0,0,0,0,2,1
19543,19,S22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,408,28,1,0,0,0,0,0.11,2
19544,19,S22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,408,28,1,0,0,0,0,1000,5
19545,19,S22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,2,1
19546,19,S22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.16,2
19547,19,S22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.192,4
19548,19,S22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,1000,5
19549,19,S22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,2,1
19550,19,S22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,0.17,2
19551,19,S22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,0.209,4
19552,19,S22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,1000,5
19553,19,S22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,530,28,1,0,0,0,0,5,1
19554,19,S22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,530,28,1,0,0,0,0,0.31,2
19555,19,S22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,530,28,1,0,0,0,0,250,5
19556,19,S22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,3,1
19557,19,S22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.15,2
19558,19,S22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.245,4
19559,19,S22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,500,5
19560,19,S22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,2,1
19561,19,S22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,0.19,2
19562,19,S22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,0.224,4
19563,19,S22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,1000,5
19564,19,S22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,1,1
19565,19,S22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,0.11,2
19566,19,S22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,0.123,4
19567,19,S22-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,1,1
19568,19,S22-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,0.01,2
19569,19,S22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,5,1
19570,19,S22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.19,2
19571,19,S22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,0.302,4
19572,19,S22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,325,28,1,0,0,0,0,250,5
19573,19,S22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,2,1
19574,19,S22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.21,2
19575,19,S22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,1000,5
19576,19,S22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,5,1
19577,19,S22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,0.19,2
19578,19,S22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,0.251,4
19579,19,S22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,250,5
19580,19,S22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,3,1
19581,19,S22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.15,2
19582,19,S22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.195,4
19583,19,S22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,500,5
19584,19,S22-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,0.005,4
19585,19,S22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,5,1
19586,19,S22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,0.23,2
19587,19,S22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,0.288,4
19588,19,S22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,432,28,1,0,0,0,0,250,5
19589,19,S22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,2,1
19590,19,S22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.11,2
19591,19,S22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.158,4
19592,19,S22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,1000,5
19593,19,S22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,4,1
19594,19,S22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.21,2
19595,19,S22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.275,4
19596,19,S22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,333,5
19597,19,S22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,1,1
19598,19,S22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,0.18,2
19599,19,S22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,0.189,4
19600,19,S22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,1,1
19601,19,S22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.14,2
19602,19,S22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.15,4
19603,19,S22-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
19604,19,S22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,446,28,1,0,0,0,0,4,1
19605,19,S22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,4,1
19606,19,S22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,446,28,1,0,0,0,0,0.19,2
19607,19,S22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,0.24,2
19608,19,S22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,446,28,1,0,0,0,0,333,5
19609,19,S22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,333,5
19610,19,S22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,4,1
19611,19,S22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,0.19,2
19612,19,S22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,0.251,4
19613,19,S22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,347,28,1,0,0,0,0,333,5
19614,19,S22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,1,1
19615,19,S22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,0.16,2
19616,19,S22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,369,28,1,0,0,0,0,0.17,4
19617,19,S22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,3,1
19618,19,S22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.22,2
19619,19,S22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,0.256,4
19620,19,S22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,407,28,1,0,0,0,0,500,5
19621,19,S22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,484,28,1,0,0,0,0,5,1
19622,19,S22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,484,28,1,0,0,0,0,0.27,2
19623,19,S22-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.004,4
19624,19,S22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,484,28,1,0,0,0,0,0.313,4
19625,19,S22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,484,28,1,0,0,0,0,250,5
19626,19,S22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,3,1
19627,19,S22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,0.18,2
19628,19,S22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,0.23,4
19629,19,S22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,500,5
19630,19,S22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,2,1
19631,19,S22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,508,28,1,0,0,0,0,4,1
19632,19,S22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.2,2
19633,19,S22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,508,28,1,0,0,0,0,0.34,2
19634,19,S22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.239,4
19635,19,S22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,508,28,1,0,0,0,0,0.366,4
19636,19,S22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,1000,5
19637,19,S22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,508,28,1,0,0,0,0,333,5
19638,19,S22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,1,1
19639,19,S22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,2,1
19640,19,S22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,0.22,2
19641,19,S22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,0.12,2
19642,19,S22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,0.194,4
19643,19,S22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,1000,5
19644,19,S22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,1,1
19645,19,S22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,0.18,2
19646,19,S22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,0.194,4
19647,19,S22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,2,1
19648,19,S22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,0.16,2
19649,19,S22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,0.211,4
19650,19,S22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,1000,5
19651,19,S22-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.003,4
19652,19,S22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,1,1
19653,19,S22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,0.13,2
19654,19,S22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,258,28,1,0,0,0,0,0.14,4
19655,19,S22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,1,1
19656,19,S22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,0.14,2
19657,19,S22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,0.16,4
19658,19,S22-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,0.004,4
19659,19,S22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,4,1
19660,19,S22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,0.25,2
19661,19,S22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,0.313,4
19662,19,S22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,333,5
19663,19,S22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,1,1
19664,19,S22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,0.2,2
19665,19,S22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,0.217,4
19666,19,S22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,3,1
19667,19,S22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.21,2
19668,19,S22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.254,4
19669,19,S22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,500,5
19670,19,S22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,3,1
19671,19,S22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,0.25,2
19672,19,S22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,0.294,4
19673,19,S22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,435,28,1,0,0,0,0,500,5
19674,19,S22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,525,28,1,0,0,0,0,4,1
19675,19,S22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,525,28,1,0,0,0,0,0.38,2
19676,19,S22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,525,28,1,0,0,0,0,333,5
19677,19,S22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,3,1
19678,19,S22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.18,2
19679,19,S22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.235,4
19680,19,S22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,500,5
19681,19,S22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,36,28,1,0,0,0,0,1,1
19682,19,S22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,36,28,1,0,0,0,0,0.01,2
19683,19,S22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,36,28,1,0,0,0,0,0.07,4
19684,19,S22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,2,1
19685,19,S22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,0.22,2
19686,19,S22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,1000,5
19687,19,S22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,4,1
19688,19,S22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,0.22,2
19689,19,S22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,0.287,4
19690,19,S22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,333,5
19691,19,S22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,474,28,1,0,0,0,0,4,1
19692,19,S22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,474,28,1,0,0,0,0,0.22,2
19693,19,S22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,474,28,1,0,0,0,0,333,5
19694,19,S22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,2,1
19695,19,S22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.18,2
19696,19,S22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.219,4
19697,19,S22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,1000,5
19698,19,S22-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,356,28,1,0,0,0,0,1,1
19699,19,S22-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,356,28,1,0,0,0,0,0.01,2
19700,19,S22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,461,28,1,0,0,0,0,4,1
19701,19,S22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,461,28,1,0,0,0,0,0.29,2
19702,19,S22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,461,28,1,0,0,0,0,0.355,4
19703,19,S22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,461,28,1,0,0,0,0,333,5
19704,19,S22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,3,1
19705,19,S22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.15,2
19706,19,S22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.252,4
19707,19,S22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,500,5
19708,19,S22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,2,1
19709,19,S22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.12,2
19710,19,S22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.242,4
19711,19,S22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,1000,5
19712,19,S22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,3,1
19713,19,S22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,0.15,2
19714,19,S22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,0.205,4
19715,19,S22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,259,28,1,0,0,0,0,500,5
19716,19,S22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,462,28,1,0,0,0,0,3,1
19717,19,S22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,462,28,1,0,0,0,0,0.27,2
19718,19,S22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,462,28,1,0,0,0,0,0.335,4
19719,19,S22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,462,28,1,0,0,0,0,500,5
19720,19,S22-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,1,1
19721,19,S22-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,353,28,1,0,0,0,0,0.01,2
19722,19,S22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,1,1
19723,19,S22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,0.14,2
19724,19,S22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,0.139,4
19725,19,S22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,2,1
19726,19,S22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,0.18,2
19727,19,S22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,1000,5
19728,19,S22-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,5,1
19729,19,S22-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,0.23,2
19730,19,S22-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,0.28,4
19731,19,S22-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,433,28,1,0,0,0,0,250,5
19732,19,S22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,289,28,1,0,0,0,0,2,1
19733,19,S22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,289,28,1,0,0,0,0,0.13,2
19734,19,S22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,289,28,1,0,0,0,0,0.151,4
19735,19,S22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,289,28,1,0,0,0,0,1000,5
19736,19,S22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,1,1
19737,19,S22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,0.15,2
19738,19,S22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,348,28,1,0,0,0,0,0.151,4
19739,19,S22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,2,1
19740,19,S22-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,5,1
19741,19,S22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.09,2
19742,19,S22-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.19,2
19743,19,S22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.131,4
19744,19,S22-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.229,4
19745,19,S22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,1000,5
19746,19,S22-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,250,5
19747,19,S22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,2,1
19748,19,S22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.09,2
19749,19,S22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.173,4
19750,19,S22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,1000,5
19751,19,S22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,3,1
19752,19,S22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.15,2
19753,19,S22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.182,4
19754,19,S22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,500,5
19755,19,S22-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.003,4
19756,19,S22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,4,1
19757,19,S22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,0.19,2
19758,19,S22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,0.224,4
19759,19,S22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,333,5
19760,19,S22-10-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,530,28,1,0,0,0,0,5,1
19761,19,S22-10-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,530,28,1,0,0,0,0,0.31,2
19762,19,S22-10-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,530,28,1,0,0,0,0,250,5
19763,19,S22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,3,1
19764,19,S22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,0.18,2
19765,19,S22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,0.214,4
19766,19,S22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,500,5
19767,19,S22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,1,1
19768,19,S22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,4,1
19769,19,S22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,0.11,2
19770,19,S22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,0.16,2
19771,19,S22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,0.117,4
19772,19,S22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,0.2,4
19773,19,S22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,300,28,1,0,0,0,0,333,5
19774,19,S22-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,1,1
19775,19,S22-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,0.17,2
19776,19,S22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,1,1
19777,19,S22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,0.09,2
19778,19,S22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,0.09,4
19779,19,S22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,426,28,1,0,0,0,0,4,1
19780,19,S22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,426,28,1,0,0,0,0,0.16,2
19781,19,S22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,426,28,1,0,0,0,0,333,5
19782,19,S22-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,4,1
19783,19,S22-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,0.22,2
19784,19,S22-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,0.249,4
19785,19,S22-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,333,5
19786,19,S22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,3,1
19787,19,S22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.12,2
19788,19,S22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,0.16,4
19789,19,S22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,242,28,1,0,0,0,0,500,5
19790,19,S22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,349,28,1,0,0,0,0,3,1
19791,19,S22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,349,28,1,0,0,0,0,0.17,2
19792,19,S22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,349,28,1,0,0,0,0,0.199,4
19793,19,S22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,349,28,1,0,0,0,0,500,5
19794,19,S22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,356,28,1,0,0,0,0,2,1
19795,19,S22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,356,28,1,0,0,0,0,0.17,2
19796,19,S22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,356,28,1,0,0,0,0,0.184,4
19797,19,S22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,356,28,1,0,0,0,0,1000,5
19798,19,S22-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,5,1
19799,19,S22-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,0.19,2
19800,19,S22-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,0.262,4
19801,19,S22-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,448,28,1,0,0,0,0,250,5
19802,19,S22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,3,1
19803,19,S22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,0.2,2
19804,19,S22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,0.236,4
19805,19,S22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,410,28,1,0,0,0,0,500,5
19806,19,S22-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,4,1
19807,19,S22-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,0.24,2
19808,19,S22-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,333,5
19809,19,S22-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.005,4
19810,19,S22-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
19811,19,S22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,3,1
19812,19,S22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.12,2
19813,19,S22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.204,4
19814,19,S22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,500,5
19815,19,S22-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,488,28,1,0,0,0,0,5,1
19816,19,S22-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,488,28,1,0,0,0,0,0.27,2
19817,19,S22-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,488,28,1,0,0,0,0,0.333,4
19818,19,S22-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,488,28,1,0,0,0,0,250,5
19819,19,S22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,1,1
19820,19,S22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.01,2
19821,19,S22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.058,4
19822,19,S22-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,7,1
19823,19,S22-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.11,2
19824,19,S22-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.002,4
19825,19,S22-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.158,4
19826,19,S22-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,167,5
19827,19,S22-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
19828,19,S22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,2,1
19829,19,S22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.07,2
19830,19,S22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.098,4
19831,19,S22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,1000,5
19832,19,S22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,4,1
19833,19,S22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.07,2
19834,19,S22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,333,5
19835,19,S22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,4,1
19836,19,S22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.07,2
19837,19,S22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,0.107,4
19838,19,S22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,141,28,1,0,0,0,0,333,5
19839,19,S22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,3,1
19840,19,S22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.07,2
19841,19,S22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,0.108,4
19842,19,S22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,178,28,1,0,0,0,0,500,5
19843,19,S22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,4,1
19844,19,S22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.09,2
19845,19,S22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.123,4
19846,19,S22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,333,5
19847,19,S22-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,6,1
19848,19,S22-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,0.11,2
19849,19,S22-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,0.159,4
19850,19,S22-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,200,5
19851,19,S22-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,7,1
19852,19,S22-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,7,1
19853,19,S22-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.11,2
19854,19,S22-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,0.22,2
19855,19,S22-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,167,5
19856,19,S22-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,167,5
19857,19,S22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,5,1
19858,19,S22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.09,2
19859,19,S22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,250,5
19860,19,S22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,4,1
19861,19,S22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.08,2
19862,19,S22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.116,4
19863,19,S22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,333,5
19864,19,S22-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,6,1
19865,19,S22-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.1,2
19866,19,S22-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,0.146,4
19867,19,S22-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,192,28,1,0,0,0,0,200,5
19868,19,S22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,5,1
19869,19,S22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.1,2
19870,19,S22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.146,4
19871,19,S22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,250,5
19872,19,S22-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.004,4
19873,19,S22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,5,1
19874,19,S22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.11,2
19875,19,S22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.157,4
19876,19,S22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,250,5
19877,19,S22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,2,1
19878,19,S22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.06,2
19879,19,S22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,1000,5
19880,19,S22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,6,1
19881,19,S22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.1,2
19882,19,S22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.157,4
19883,19,S22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,200,5
19884,19,S22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,2,1
19885,19,S22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.06,2
19886,19,S22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.088,4
19887,19,S22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,1000,5
19888,19,S22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,3,1
19889,19,S22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.08,2
19890,19,S22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.115,4
19891,19,S22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,500,5
19892,19,S22-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,1,1
19893,19,S22-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.01,2
19894,19,S22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,5,1
19895,19,S22-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,7,1
19896,19,S22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.09,2
19897,19,S22-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.2,2
19898,19,S22-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,0.248,4
19899,19,S22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,250,5
19900,19,S22-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,326,28,1,0,0,0,0,167,5
19901,19,S22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,1,1
19902,19,S22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.05,2
19903,19,S22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.055,4
19904,19,S22-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,238,28,1,0,0,0,0,7,1
19905,19,S22-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,238,28,1,0,0,0,0,0.13,2
19906,19,S22-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,238,28,1,0,0,0,0,0.175,4
19907,19,S22-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,238,28,1,0,0,0,0,167,5
19908,19,S22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,4,1
19909,19,S22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.1,2
19910,19,S22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.132,4
19911,19,S22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,333,5
19912,19,S22-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,7,1
19913,19,S22-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.14,2
19914,19,S22-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.189,4
19915,19,S22-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,167,5
19916,19,S22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,4,1
19917,19,S22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.07,2
19918,19,S22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.101,4
19919,19,S22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,333,5
19920,19,S22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,1,1
19921,19,S22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,1,1
19922,19,S22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.06,2
19923,19,S22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.09,2
19924,19,S22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.069,4
19925,19,S22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.098,4
19926,19,S22-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,7,1
19927,19,S22-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,0.17,2
19928,19,S22-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,0.207,4
19929,19,S22-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,167,5
19930,19,S22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,3,1
19931,19,S22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.06,2
19932,19,S22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,500,5
19933,19,S22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,3,1
19934,19,S22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.06,2
19935,19,S22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.1,4
19936,19,S22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,500,5
19937,19,S22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,1,1
19938,19,S22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.01,2
19939,19,S22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.04,4
19940,19,S22-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,6,1
19941,19,S22-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,0.14,2
19942,19,S22-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,0.185,4
19943,19,S22-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,200,5
19944,19,S22-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,7,1
19945,19,S22-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,0.18,2
19946,19,S22-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,167,5
19947,19,S22-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.002,4
19948,19,S22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,2,1
19949,19,S22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.09,2
19950,19,S22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.102,4
19951,19,S22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,1000,5
19952,19,S22-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.004,4
19953,19,S22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,5,1
19954,19,S22-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,239,28,1,0,0,0,0,6,1
19955,19,S22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,0.1,2
19956,19,S22-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,239,28,1,0,0,0,0,0.13,2
19957,19,S22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,0.126,4
19958,19,S22-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,239,28,1,0,0,0,0,0.17,4
19959,19,S22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,250,5
19960,19,S22-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,239,28,1,0,0,0,0,200,5
19961,19,S22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,3,1
19962,19,S22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.07,2
19963,19,S22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.096,4
19964,19,S22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,500,5
19965,19,S22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,2,1
19966,19,S22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,4,1
19967,19,S22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.06,2
19968,19,S22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.07,2
19969,19,S22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.085,4
19970,19,S22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,1000,5
19971,19,S22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,333,5
19972,19,S22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,3,1
19973,19,S22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.08,2
19974,19,S22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.102,4
19975,19,S22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,500,5
19976,19,S22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,3,1
19977,19,S22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,5,1
19978,19,S22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,0.09,2
19979,19,S22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.09,2
19980,19,S22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,0.111,4
19981,19,S22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.111,4
19982,19,S22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,500,5
19983,19,S22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,250,5
19984,19,S22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,2,1
19985,19,S22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.07,2
19986,19,S22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.091,4
19987,19,S22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,1000,5
19988,19,S22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,4,1
19989,19,S22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.09,2
19990,19,S22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.105,4
19991,19,S22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,333,5
19992,19,S22-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,6,1
19993,19,S22-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,0.19,2
19994,19,S22-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,0.256,4
19995,19,S22-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,200,5
19996,19,S22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,1,1
19997,19,S22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.05,2
19998,19,S22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.057,4
19999,19,S22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1,1
20000,19,S22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.07,2
20001,19,S22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.075,4
20002,19,S22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,1,1
20003,19,S22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.01,2
20004,19,S22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,118,28,1,0,0,0,0,0.024,4
20005,19,S22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,1,1
20006,19,S22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.09,2
20007,19,S22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.098,4
20008,19,S22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,5,1
20009,19,S22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.08,2
20010,19,S22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.114,4
20011,19,S22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,250,5
20012,19,S22-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,6,1
20013,19,S22-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,0.13,2
20014,19,S22-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,200,5
20015,19,S22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,5,1
20016,19,S22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.11,2
20017,19,S22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.134,4
20018,19,S22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,250,5
20019,19,S22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,4,1
20020,19,S22-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,7,1
20021,19,S22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,0.1,2
20022,19,S22-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.18,2
20023,19,S22-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.283,4
20024,19,S22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,209,28,1,0,0,0,0,333,5
20025,19,S22-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,167,5
20026,19,S22-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,7,1
20027,19,S22-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,0.22,2
20028,19,S22-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,167,5
20029,19,S22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,3,1
20030,19,S22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.07,2
20031,19,S22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,500,5
20032,19,S22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,4,1
20033,19,S22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.07,2
20034,19,S22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.096,4
20035,19,S22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,333,5
20036,19,S22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,2,1
20037,19,S22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.06,2
20038,19,S22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,1000,5
20039,19,S22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,5,1
20040,19,S22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.08,2
20041,19,S22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.102,4
20042,19,S22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,250,5
20043,19,S22-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,6,1
20044,19,S22-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,7,1
20045,19,S22-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,0.16,2
20046,19,S22-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,0.19,2
20047,19,S22-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,0.215,4
20048,19,S22-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,0.297,4
20049,19,S22-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,200,5
20050,19,S22-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,351,28,1,0,0,0,0,167,5
20051,19,S22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,1,1
20052,19,S22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.08,2
20053,19,S22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.086,4
20054,19,S22-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,1,1
20055,19,S22-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,174,28,1,0,0,0,0,0.01,2
20056,19,S22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,1,1
20057,19,S22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.07,2
20058,19,S22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.077,4
20059,19,S22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,6,1
20060,19,S22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.18,2
20061,19,S22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.271,4
20062,19,S22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,200,5
20063,19,S22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,3,1
20064,19,S22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,0.1,2
20065,19,S22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,500,5
20066,19,S22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,6,1
20067,19,S22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,0.16,2
20068,19,S22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,0.251,4
20069,19,S22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,268,28,1,0,0,0,0,200,5
20070,19,S22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,5,1
20071,19,S22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.19,2
20072,19,S22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,250,5
20073,19,S22-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.003,4
20074,19,S22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,3,1
20075,19,S22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,0.12,2
20076,19,S22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,0.167,4
20077,19,S22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,500,5
20078,19,S22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,2,1
20079,19,S22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.13,2
20080,19,S22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.165,4
20081,19,S22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,1000,5
20082,19,S22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,1,1
20083,19,S22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,176,28,1,0,0,0,0,0.09,2
20084,19,S22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,4,1
20085,19,S22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.13,2
20086,19,S22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,0.183,4
20087,19,S22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,215,28,1,0,0,0,0,333,5
20088,19,S22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,2,1
20089,19,S22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.09,2
20090,19,S22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.114,4
20091,19,S22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,1000,5
20092,19,S22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,6,1
20093,19,S22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,6,1
20094,19,S22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.16,2
20095,19,S22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,0.19,2
20096,19,S22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,0.266,4
20097,19,S22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,0.286,4
20098,19,S22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,307,28,1,0,0,0,0,200,5
20099,19,S22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,200,5
20100,19,S22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,2,1
20101,19,S22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,2,1
20102,19,S22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.05,2
20103,19,S22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,0.08,2
20104,19,S22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.082,4
20105,19,S22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,0.091,4
20106,19,S22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,1000,5
20107,19,S22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,1000,5
20108,19,S22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,2,1
20109,19,S22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.05,2
20110,19,S22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.096,4
20111,19,S22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,1000,5
20112,19,S22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,4,1
20113,19,S22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.1,2
20114,19,S22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.165,4
20115,19,S22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,333,5
20116,19,S22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,2,1
20117,19,S22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.11,2
20118,19,S22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.144,4
20119,19,S22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,1000,5
20120,19,S22-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,387,28,1,0,0,0,0,7,1
20121,19,S22-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,387,28,1,0,0,0,0,0.22,2
20122,19,S22-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,387,28,1,0,0,0,0,167,5
20123,19,S22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,5,1
20124,19,S22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,0.13,2
20125,19,S22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,263,28,1,0,0,0,0,250,5
20126,19,S22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,1,1
20127,19,S22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.02,2
20128,19,S22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.033,4
20129,19,S22-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,1,28,1,0,0,0,0,0.003,4
20130,19,S22-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,7,1
20131,19,S22-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,0.18,2
20132,19,S22-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,343,28,1,0,0,0,0,167,5
20133,19,S22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,3,1
20134,19,S22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.1,2
20135,19,S22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.156,4
20136,19,S22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,500,5
20137,19,S22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,4,1
20138,19,S22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.11,2
20139,19,S22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.172,4
20140,19,S22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,333,5
20141,19,S22-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,7,1
20142,19,S22-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,0.19,2
20143,19,S22-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,0.298,4
20144,19,S22-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,167,5
20145,19,S22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,1,1
20146,19,S22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.02,2
20147,19,S22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.024,4
20148,19,S22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,3,1
20149,19,S22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,0.13,2
20150,19,S22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,0.179,4
20151,19,S22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,500,5
20152,19,S22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,5,1
20153,19,S22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,0.13,2
20154,19,S22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,0.203,4
20155,19,S22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,250,5
20156,19,S22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,232,28,1,0,0,0,0,4,1
20157,19,S22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,232,28,1,0,0,0,0,0.14,2
20158,19,S22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,232,28,1,0,0,0,0,0.193,4
20159,19,S22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,232,28,1,0,0,0,0,333,5
20160,19,S22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,4,1
20161,19,S22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.1,2
20162,19,S22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,333,5
20163,19,S22-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,7,1
20164,19,S22-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.18,2
20165,19,S22-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,0.283,4
20166,19,S22-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,309,28,1,0,0,0,0,167,5
20167,19,S22-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.005,4
20168,19,S22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,2,1
20169,19,S22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.09,2
20170,19,S22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.106,4
20171,19,S22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,1000,5
20172,19,S22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,1,1
20173,19,S22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.06,2
20174,19,S22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.064,4
20175,19,S22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,1,1
20176,19,S22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,5,1
20177,19,S22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.04,2
20178,19,S22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.05,2
20179,19,S22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.057,4
20180,19,S22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.079,4
20181,19,S22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,250,5
20182,19,S22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,2,1
20183,19,S22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.04,2
20184,19,S22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.062,4
20185,19,S22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,1000,5
20186,19,S22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,3,1
20187,19,S22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.05,2
20188,19,S22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.075,4
20189,19,S22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,500,5
20190,19,S22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,1,1
20191,19,S22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,4,1
20192,19,S22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.02,2
20193,19,S22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.06,2
20194,19,S22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.032,4
20195,19,S22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,333,5
20196,19,S22-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,1,1
20197,19,S22-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.05,2
20198,19,S22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,6,1
20199,19,S22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.06,2
20200,19,S22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.084,4
20201,19,S22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,200,5
20202,19,S22-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,7,1
20203,19,S22-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.09,2
20204,19,S22-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.131,4
20205,19,S22-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,167,5
20206,19,S22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,1,1
20207,19,S22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.03,2
20208,19,S22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.05,4
20209,19,S22-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,7,1
20210,19,S22-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.14,2
20211,19,S22-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.198,4
20212,19,S22-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,167,5
20213,19,S22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,3,1
20214,19,S22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.04,2
20215,19,S22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,500,5
20216,19,S22-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,7,1
20217,19,S22-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,0.09,2
20218,19,S22-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,0.139,4
20219,19,S22-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,167,5
20220,19,S22-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,7,1
20221,19,S22-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.11,2
20222,19,S22-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.161,4
20223,19,S22-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,167,5
20224,19,S22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,5,1
20225,19,S22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.05,2
20226,19,S22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.076,4
20227,19,S22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,250,5
20228,19,S22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,3,1
20229,19,S22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.04,2
20230,19,S22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.068,4
20231,19,S22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,500,5
20232,19,S22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,2,1
20233,19,S22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.04,2
20234,19,S22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.066,4
20235,19,S22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,1000,5
20236,19,S22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,6,1
20237,19,S22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.06,2
20238,19,S22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,200,5
20239,19,S22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,7,1
20240,19,S22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,0.09,2
20241,19,S22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,167,5
20242,19,S22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,5,1
20243,19,S22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.05,2
20244,19,S22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.083,4
20245,19,S22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,250,5
20246,19,S22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,6,1
20247,19,S22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.06,2
20248,19,S22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.092,4
20249,19,S22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,200,5
20250,19,S22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,4,1
20251,19,S22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.04,2
20252,19,S22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,333,5
20253,19,S22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,6,1
20254,19,S22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.09,2
20255,19,S22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,0.131,4
20256,19,S22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,158,28,1,0,0,0,0,200,5
20257,19,S22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,2,1
20258,19,S22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.03,2
20259,19,S22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.057,4
20260,19,S22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1000,5
20261,19,S22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,2,1
20262,19,S22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.03,2
20263,19,S22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.064,4
20264,19,S22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,1000,5
20265,19,S22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,1,1
20266,19,S22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,6,1
20267,19,S22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.01,2
20268,19,S22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.08,2
20269,19,S22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,56,28,1,0,0,0,0,0.025,4
20270,19,S22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.108,4
20271,19,S22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,200,5
20272,19,S22-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,1,1
20273,19,S22-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.01,2
20274,19,S22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,1,1
20275,19,S22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,4,1
20276,19,S22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.03,2
20277,19,S22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.04,2
20278,19,S22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.044,4
20279,19,S22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.073,4
20280,19,S22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,333,5
20281,19,S22-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,0.005,4
20282,19,S22-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,33,28,1,0,0,0,0,0.003,4
20283,19,S22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,3,1
20284,19,S22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,0.05,2
20285,19,S22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,0.069,4
20286,19,S22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,500,5
20287,19,S22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,3,1
20288,19,S22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.04,2
20289,19,S22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.063,4
20290,19,S22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,500,5
20291,19,S22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,4,1
20292,19,S22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.05,2
20293,19,S22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.058,4
20294,19,S22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,333,5
20295,19,S22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,8,1
20296,19,S22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.08,2
20297,19,S22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.106,4
20298,19,S22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,143,5
20299,19,S22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,5,1
20300,19,S22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.05,2
20301,19,S22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.058,4
20302,19,S22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,250,5
20303,19,S22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,3,1
20304,19,S22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.03,2
20305,19,S22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.03,4
20306,19,S22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,500,5
20307,19,S22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,7,1
20308,19,S22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.07,2
20309,19,S22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.088,4
20310,19,S22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,167,5
20311,19,S22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,2,1
20312,19,S22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.02,2
20313,19,S22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,1000,5
20314,19,S22-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,31,28,1,0,0,0,0,0.002,4
20315,19,S22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,1,1
20316,19,S22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.02,2
20317,19,S22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.021,4
20318,19,S22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,1,1
20319,19,S22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.03,2
20320,19,S22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.026,4
20321,19,S22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,4,1
20322,19,S22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.04,2
20323,19,S22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,333,5
20324,19,S22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,2,1
20325,19,S22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.02,2
20326,19,S22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.026,4
20327,19,S22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,1000,5
20328,19,S22-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.005,4
20329,19,S22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,8,1
20330,19,S22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,0.07,2
20331,19,S22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,157,28,1,0,0,0,0,143,5
20332,19,S22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,3,1
20333,19,S22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.04,2
20334,19,S22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.035,4
20335,19,S22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,500,5
20336,19,S22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,7,1
20337,19,S22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.05,2
20338,19,S22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.068,4
20339,19,S22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,167,5
20340,19,S22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,3,1
20341,19,S22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.03,2
20342,19,S22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.03,4
20343,19,S22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,500,5
20344,19,S22-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,1,1
20345,19,S22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,6,1
20346,19,S22-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.02,2
20347,19,S22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.05,2
20348,19,S22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,200,5
20349,19,S22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,8,1
20350,19,S22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,0.12,2
20351,19,S22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,0.163,4
20352,19,S22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,222,28,1,0,0,0,0,143,5
20353,19,S22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,5,1
20354,19,S22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,0.05,2
20355,19,S22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,250,5
20356,19,S22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,3,1
20357,19,S22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.03,2
20358,19,S22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.029,4
20359,19,S22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,500,5
20360,19,S22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,5,1
20361,19,S22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.05,2
20362,19,S22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.065,4
20363,19,S22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,250,5
20364,19,S22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,7,1
20365,19,S22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.06,2
20366,19,S22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,0.074,4
20367,19,S22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,119,28,1,0,0,0,0,167,5
20368,19,S22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,8,1
20369,19,S22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.1,2
20370,19,S22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.129,4
20371,19,S22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,143,5
20372,19,S22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,3,1
20373,19,S22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.05,2
20374,19,S22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.046,4
20375,19,S22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,500,5
20376,19,S22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,7,1
20377,19,S22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,0.05,2
20378,19,S22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,167,5
20379,19,S22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,2,1
20380,19,S22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.04,2
20381,19,S22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,1000,5
20382,19,S22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,8,1
20383,19,S22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,0.07,2
20384,19,S22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,0.1,4
20385,19,S22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,142,28,1,0,0,0,0,143,5
20386,19,S22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,4,1
20387,19,S22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.04,2
20388,19,S22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.047,4
20389,19,S22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,333,5
20390,19,S22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,6,1
20391,19,S22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.05,2
20392,19,S22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.069,4
20393,19,S22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,200,5
20394,19,S22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,3,1
20395,19,S22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.03,2
20396,19,S22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,500,5
20397,19,S22-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,1,1
20398,19,S22-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.03,2
20399,19,S22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,4,1
20400,19,S22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.04,2
20401,19,S22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,333,5
20402,19,S22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,5,1
20403,19,S22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.06,2
20404,19,S22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,250,5
20405,19,S22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,4,1
20406,19,S22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,0.04,2
20407,19,S22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,333,5
20408,19,S22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,3,1
20409,19,S22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.04,2
20410,19,S22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,500,5
20411,19,S22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,6,1
20412,19,S22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,0.16,2
20413,19,S22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,0.199,4
20414,19,S22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,200,5
20415,19,S22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,5,1
20416,19,S22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
20417,19,S22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,250,5
20418,19,S22-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,1,1
20419,19,S22-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.05,2
20420,19,S22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,1,1
20421,19,S22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.04,2
20422,19,S22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,2,1
20423,19,S22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,5,1
20424,19,S22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.03,2
20425,19,S22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.05,2
20426,19,S22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,1000,5
20427,19,S22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,250,5
20428,19,S22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,3,1
20429,19,S22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.03,2
20430,19,S22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,500,5
20431,19,S22-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,1,1
20432,19,S22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,2,1
20433,19,S22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,5,1
20434,19,S22-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,70,28,1,0,0,0,0,0.02,2
20435,19,S22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.03,2
20436,19,S22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.05,2
20437,19,S22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,1000,5
20438,19,S22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,250,5
20439,19,S22-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,1,1
20440,19,S22-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.02,2
20441,19,S22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,3,1
20442,19,S22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
20443,19,S22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,500,5
20444,19,S22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,5,1
20445,19,S22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.04,2
20446,19,S22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,250,5
20447,19,S22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,6,1
20448,19,S22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.07,2
20449,19,S22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.089,4
20450,19,S22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,200,5
20451,19,S22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,2,1
20452,19,S22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.04,2
20453,19,S22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,1000,5
20454,19,S22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,6,1
20455,19,S22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.09,2
20456,19,S22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.121,4
20457,19,S22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,200,5
20458,19,S22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,6,1
20459,19,S22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.08,2
20460,19,S22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,0.096,4
20461,19,S22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,135,28,1,0,0,0,0,200,5
20462,19,S22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,6,1
20463,19,S22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.12,2
20464,19,S22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.162,4
20465,19,S22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,200,5
20466,19,S22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,6,1
20467,19,S22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.07,2
20468,19,S22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,200,5
20469,19,S22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,5,1
20470,19,S22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,5,1
20471,19,S22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.04,2
20472,19,S22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.07,2
20473,19,S22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.089,4
20474,19,S22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,250,5
20475,19,S22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,250,5
20476,19,S30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,1,1
20477,19,S30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,2,1
20478,19,S30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,2,1
20479,19,S30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.1,2
20480,19,S30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.09,2
20481,19,S30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,0.17,2
20482,19,S30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.119,4
20483,19,S30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.18,4
20484,19,S30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,0.211,4
20485,19,S30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,1000,5
20486,19,S30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,1000,5
20487,19,S30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,2,1
20488,19,S30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,2,1
20489,19,S30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.14,2
20490,19,S30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,0.27,2
20491,19,S30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,0.197,4
20492,19,S30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,0.302,4
20493,19,S30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,273,28,1,0,0,0,0,1000,5
20494,19,S30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,1000,5
20495,19,S30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,2,1
20496,19,S30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.2,2
20497,19,S30-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.005,4
20498,19,S30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,0.242,4
20499,19,S30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,340,28,1,0,0,0,0,1000,5
20500,19,S30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,3,1
20501,19,S30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.23,2
20502,19,S30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.286,4
20503,19,S30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,500,5
20504,19,S30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,1,1
20505,19,S30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,0.15,2
20506,19,S30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,269,28,1,0,0,0,0,0.172,4
20507,19,S30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,3,1
20508,19,S30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.2,2
20509,19,S30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.263,4
20510,19,S30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,500,5
20511,19,S30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,3,1
20512,19,S30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,0.25,2
20513,19,S30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,0.305,4
20514,19,S30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,500,5
20515,19,S30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,510,28,1,0,0,0,0,4,1
20516,19,S30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,510,28,1,0,0,0,0,0.38,2
20517,19,S30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,510,28,1,0,0,0,0,0.376,4
20518,19,S30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,510,28,1,0,0,0,0,333,5
20519,19,S30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,1,1
20520,19,S30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,0.14,2
20521,19,S30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,249,28,1,0,0,0,0,0.156,4
20522,19,S30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,1,1
20523,19,S30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,0.09,2
20524,19,S30-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,3,28,1,0,0,0,0,0.002,4
20525,19,S30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,2,1
20526,19,S30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,0.25,2
20527,19,S30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,0.281,4
20528,19,S30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,377,28,1,0,0,0,0,1000,5
20529,19,S30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,4,1
20530,19,S30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.24,2
20531,19,S30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.303,4
20532,19,S30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,333,5
20533,19,S30-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.005,4
20534,19,S30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,2,1
20535,19,S30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.22,2
20536,19,S30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,0.258,4
20537,19,S30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,354,28,1,0,0,0,0,1000,5
20538,19,S30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,33,28,1,0,0,0,0,1,1
20539,19,S30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,33,28,1,0,0,0,0,0.01,2
20540,19,S30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,33,28,1,0,0,0,0,0.067,4
20541,19,S30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,4,1
20542,19,S30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,4,1
20543,19,S30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,0.26,2
20544,19,S30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,0.34,2
20545,19,S30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,0.322,4
20546,19,S30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,0.385,4
20547,19,S30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,333,5
20548,19,S30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,333,5
20549,19,S30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,2,1
20550,19,S30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,0.13,2
20551,19,S30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,0.189,4
20552,19,S30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,1000,5
20553,19,S30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,4,1
20554,19,S30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,0.22,2
20555,19,S30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,0.288,4
20556,19,S30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,333,5
20557,19,S30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,416,28,1,0,0,0,0,4,1
20558,19,S30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,416,28,1,0,0,0,0,0.29,2
20559,19,S30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,416,28,1,0,0,0,0,0.343,4
20560,19,S30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,416,28,1,0,0,0,0,333,5
20561,19,S30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,424,28,1,0,0,0,0,2,1
20562,19,S30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,424,28,1,0,0,0,0,0.2,2
20563,19,S30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,424,28,1,0,0,0,0,1000,5
20564,19,S30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,319,28,1,0,0,0,0,2,1
20565,19,S30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,319,28,1,0,0,0,0,0.18,2
20566,19,S30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,319,28,1,0,0,0,0,0.22,4
20567,19,S30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,319,28,1,0,0,0,0,1000,5
20568,19,S30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,3,1
20569,19,S30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,0.19,2
20570,19,S30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,0.232,4
20571,19,S30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,295,28,1,0,0,0,0,500,5
20572,19,S30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,3,1
20573,19,S30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,0.22,2
20574,19,S30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,0.251,4
20575,19,S30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,500,5
20576,19,S30-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.003,4
20577,19,S30-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,437,28,1,0,0,0,0,4,1
20578,19,S30-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,437,28,1,0,0,0,0,0.29,2
20579,19,S30-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,437,28,1,0,0,0,0,0.335,4
20580,19,S30-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,437,28,1,0,0,0,0,333,5
20581,19,S30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,1,1
20582,19,S30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.2,2
20583,19,S30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,383,28,1,0,0,0,0,0.233,4
20584,19,S30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,1,1
20585,19,S30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.14,2
20586,19,S30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.165,4
20587,19,S30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,392,28,1,0,0,0,0,3,1
20588,19,S30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,392,28,1,0,0,0,0,0.16,2
20589,19,S30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,392,28,1,0,0,0,0,0.257,4
20590,19,S30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,392,28,1,0,0,0,0,500,5
20591,19,S30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,3,1
20592,19,S30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,0.16,2
20593,19,S30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,0.286,4
20594,19,S30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,500,5
20595,19,S30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,455,28,1,0,0,0,0,3,1
20596,19,S30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,455,28,1,0,0,0,0,0.3,2
20597,19,S30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,455,28,1,0,0,0,0,0.343,4
20598,19,S30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,455,28,1,0,0,0,0,500,5
20599,19,S30-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,462,28,1,0,0,0,0,4,1
20600,19,S30-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,462,28,1,0,0,0,0,0.3,2
20601,19,S30-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,462,28,1,0,0,0,0,0.386,4
20602,19,S30-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,462,28,1,0,0,0,0,333,5
20603,19,S30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,2,1
20604,19,S30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.17,2
20605,19,S30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.21,4
20606,19,S30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,1000,5
20607,19,S30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,1,1
20608,19,S30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.1,2
20609,19,S30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.116,4
20610,19,S30-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,1,28,1,0,0,0,0,0.002,4
20611,19,S30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,3,1
20612,19,S30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,0.27,2
20613,19,S30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,0.318,4
20614,19,S30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,500,5
20615,19,S30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,1,1
20616,19,S30-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,462,28,1,0,0,0,0,3,1
20617,19,S30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.12,2
20618,19,S30-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,462,28,1,0,0,0,0,0.31,2
20619,19,S30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.135,4
20620,19,S30-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,462,28,1,0,0,0,0,500,5
20621,19,S30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,364,28,1,0,0,0,0,2,1
20622,19,S30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,364,28,1,0,0,0,0,0.24,2
20623,19,S30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,364,28,1,0,0,0,0,1000,5
20624,19,S30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,2,1
20625,19,S30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,0.1,2
20626,19,S30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,391,28,1,0,0,0,0,1000,5
20627,19,S30-10-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,503,28,1,0,0,0,0,4,1
20628,19,S30-10-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,503,28,1,0,0,0,0,0.34,2
20629,19,S30-10-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,503,28,1,0,0,0,0,0.402,4
20630,19,S30-10-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,503,28,1,0,0,0,0,333,5
20631,19,S30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,43,28,1,0,0,0,0,1,1
20632,19,S30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,43,28,1,0,0,0,0,0.01,2
20633,19,S30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,43,28,1,0,0,0,0,0.074,4
20634,19,S30-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,1,1
20635,19,S30-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,0.01,2
20636,19,S30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,1,1
20637,19,S30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.18,2
20638,19,S30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.211,4
20639,19,S30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,2,1
20640,19,S30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,0.17,2
20641,19,S30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,0.217,4
20642,19,S30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,1000,5
20643,19,S30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,3,1
20644,19,S30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,0.24,2
20645,19,S30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,0.284,4
20646,19,S30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,386,28,1,0,0,0,0,500,5
20647,19,S30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,2,1
20648,19,S30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,2,1
20649,19,S30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.1,2
20650,19,S30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.13,2
20651,19,S30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.161,4
20652,19,S30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.171,4
20653,19,S30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,1000,5
20654,19,S30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,1000,5
20655,19,S30-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,317,28,1,0,0,0,0,4,1
20656,19,S30-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,317,28,1,0,0,0,0,0.24,2
20657,19,S30-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,317,28,1,0,0,0,0,0.396,4
20658,19,S30-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,317,28,1,0,0,0,0,333,5
20659,19,S30-10-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,538,28,1,0,0,0,0,4,1
20660,19,S30-10-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,538,28,1,0,0,0,0,0.38,2
20661,19,S30-10-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,538,28,1,0,0,0,0,333,5
20662,19,S30-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,4,1
20663,19,S30-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,0.24,2
20664,19,S30-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,0.382,4
20665,19,S30-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,333,5
20666,19,S30-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.005,4
20667,19,S30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,2,1
20668,19,S30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,2,1
20669,19,S30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,3,1
20670,19,S30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,0.18,2
20671,19,S30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,0.22,2
20672,19,S30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,0.25,2
20673,19,S30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,0.217,4
20674,19,S30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,0.236,4
20675,19,S30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,0.302,4
20676,19,S30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,338,28,1,0,0,0,0,1000,5
20677,19,S30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,1000,5
20678,19,S30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,500,5
20679,19,S30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,4,1
20680,19,S30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,0.22,2
20681,19,S30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,0.323,4
20682,19,S30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,333,5
20683,19,S30-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,500,28,1,0,0,0,0,4,1
20684,19,S30-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,500,28,1,0,0,0,0,0.34,2
20685,19,S30-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,500,28,1,0,0,0,0,0.316,4
20686,19,S30-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,500,28,1,0,0,0,0,333,5
20687,19,S30-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,4,1
20688,19,S30-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,0.29,2
20689,19,S30-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,0.39,4
20690,19,S30-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,459,28,1,0,0,0,0,333,5
20691,19,S30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,1,1
20692,19,S30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,0.09,2
20693,19,S30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,0.11,4
20694,19,S30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,1,1
20695,19,S30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,0.16,2
20696,19,S30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,0.212,4
20697,19,S30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,3,1
20698,19,S30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,0.16,2
20699,19,S30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,0.242,4
20700,19,S30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,500,5
20701,19,S30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,401,28,1,0,0,0,0,3,1
20702,19,S30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,401,28,1,0,0,0,0,0.23,2
20703,19,S30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,401,28,1,0,0,0,0,500,5
20704,19,S30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,4,1
20705,19,S30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,0.18,2
20706,19,S30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,0.33,4
20707,19,S30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,333,5
20708,19,S30-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,336,28,1,0,0,0,0,1,1
20709,19,S30-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,336,28,1,0,0,0,0,0.02,2
20710,19,S30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,2,1
20711,19,S30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,3,1
20712,19,S30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.09,2
20713,19,S30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,0.13,2
20714,19,S30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.171,4
20715,19,S30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,0.213,4
20716,19,S30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,1000,5
20717,19,S30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,233,28,1,0,0,0,0,500,5
20718,19,S30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,4,1
20719,19,S30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.19,2
20720,19,S30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,0.302,4
20721,19,S30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,332,28,1,0,0,0,0,333,5
20722,19,S30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,4,1
20723,19,S30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,0.18,2
20724,19,S30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,0.289,4
20725,19,S30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,292,28,1,0,0,0,0,333,5
20726,19,S30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,2,1
20727,19,S30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,0.16,2
20728,19,S30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,0.233,4
20729,19,S30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,337,28,1,0,0,0,0,1000,5
20730,19,S30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,2,1
20731,19,S30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,0.13,2
20732,19,S30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,0.2,4
20733,19,S30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,274,28,1,0,0,0,0,1000,5
20734,19,S30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,4,1
20735,19,S30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,0.25,2
20736,19,S30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,0.353,4
20737,19,S30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,411,28,1,0,0,0,0,333,5
20738,19,S30-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.002,4
20739,19,S30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,1,1
20740,19,S30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,0.02,2
20741,19,S30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,0.04,4
20742,19,S30-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,541,28,1,0,0,0,0,4,1
20743,19,S30-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,541,28,1,0,0,0,0,0.38,2
20744,19,S30-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,541,28,1,0,0,0,0,333,5
20745,19,S30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,1,1
20746,19,S30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.15,2
20747,19,S30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.19,4
20748,19,S30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,2,1
20749,19,S30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.15,2
20750,19,S30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.216,4
20751,19,S30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,1000,5
20752,19,S30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,2,1
20753,19,S30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,0.09,2
20754,19,S30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,1000,5
20755,19,S30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,3,1
20756,19,S30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,0.21,2
20757,19,S30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,0.301,4
20758,19,S30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,402,28,1,0,0,0,0,500,5
20759,19,S30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,4,1
20760,19,S30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,0.24,2
20761,19,S30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,0.344,4
20762,19,S30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,333,5
20763,19,S30-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.005,4
20764,19,S30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,2,1
20765,19,S30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,0.17,2
20766,19,S30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,0.245,4
20767,19,S30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,1000,5
20768,19,S30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,3,1
20769,19,S30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,0.13,2
20770,19,S30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,379,28,1,0,0,0,0,500,5
20771,19,S30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,3,1
20772,19,S30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,0.18,2
20773,19,S30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,0.259,4
20774,19,S30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,350,28,1,0,0,0,0,500,5
20775,19,S30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,373,28,1,0,0,0,0,3,1
20776,19,S30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,373,28,1,0,0,0,0,0.19,2
20777,19,S30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,373,28,1,0,0,0,0,0.274,4
20778,19,S30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,373,28,1,0,0,0,0,500,5
20779,19,S30-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,1,1
20780,19,S30-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,153,28,1,0,0,0,0,0.01,2
20781,19,S30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,4,1
20782,19,S30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.08,2
20783,19,S30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.109,4
20784,19,S30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,333,5
20785,19,S30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,6,1
20786,19,S30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.1,2
20787,19,S30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.119,4
20788,19,S30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,200,5
20789,19,S30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,6,1
20790,19,S30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.1,2
20791,19,S30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.123,4
20792,19,S30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,200,5
20793,19,S30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,1,1
20794,19,S30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,6,1
20795,19,S30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.06,2
20796,19,S30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.11,2
20797,19,S30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.062,4
20798,19,S30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.133,4
20799,19,S30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,200,5
20800,19,S30-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.006,4
20801,19,S30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,2,1
20802,19,S30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,3,1
20803,19,S30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,0.07,2
20804,19,S30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.07,2
20805,19,S30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,0.08,4
20806,19,S30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.093,4
20807,19,S30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,1000,5
20808,19,S30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,500,5
20809,19,S30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,5,1
20810,19,S30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.08,2
20811,19,S30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.104,4
20812,19,S30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,250,5
20813,19,S30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,4,1
20814,19,S30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.06,2
20815,19,S30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.095,4
20816,19,S30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,333,5
20817,19,S30-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,6,1
20818,19,S30-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.26,2
20819,19,S30-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,200,5
20820,19,S30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,3,1
20821,19,S30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.06,2
20822,19,S30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,500,5
20823,19,S30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,2,1
20824,19,S30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.04,2
20825,19,S30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.079,4
20826,19,S30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,1000,5
20827,19,S30-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,2,28,1,0,0,0,0,0.001,4
20828,19,S30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,5,1
20829,19,S30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.09,2
20830,19,S30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.115,4
20831,19,S30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,250,5
20832,19,S30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,2,1
20833,19,S30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,0.04,2
20834,19,S30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,169,28,1,0,0,0,0,1000,5
20835,19,S30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,5,1
20836,19,S30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.08,2
20837,19,S30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,250,5
20838,19,S30-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,6,1
20839,19,S30-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.19,2
20840,19,S30-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,0.238,4
20841,19,S30-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,331,28,1,0,0,0,0,200,5
20842,19,S30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,3,1
20843,19,S30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,4,1
20844,19,S30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.06,2
20845,19,S30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.07,2
20846,19,S30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.086,4
20847,19,S30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.101,4
20848,19,S30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,500,5
20849,19,S30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,333,5
20850,19,S30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,1,1
20851,19,S30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.04,2
20852,19,S30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.042,4
20853,19,S30-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.004,4
20854,19,S30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,3,1
20855,19,S30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.07,2
20856,19,S30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.096,4
20857,19,S30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,500,5
20858,19,S30-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,6,1
20859,19,S30-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,0.22,2
20860,19,S30-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,0.267,4
20861,19,S30-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,200,5
20862,19,S30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,5,1
20863,19,S30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.1,2
20864,19,S30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.12,4
20865,19,S30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,250,5
20866,19,S30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,1,1
20867,19,S30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.01,2
20868,19,S30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.026,4
20869,19,S30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,4,1
20870,19,S30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.09,2
20871,19,S30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.114,4
20872,19,S30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,333,5
20873,19,S30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,2,1
20874,19,S30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.08,2
20875,19,S30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.088,4
20876,19,S30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,1000,5
20877,19,S30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,3,1
20878,19,S30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.08,2
20879,19,S30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,500,5
20880,19,S30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,6,1
20881,19,S30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.08,2
20882,19,S30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.111,4
20883,19,S30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,200,5
20884,19,S30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,4,1
20885,19,S30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.06,2
20886,19,S30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.107,4
20887,19,S30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,333,5
20888,19,S30-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,6,1
20889,19,S30-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.13,2
20890,19,S30-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.15,4
20891,19,S30-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,200,5
20892,19,S30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,1,1
20893,19,S30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.06,2
20894,19,S30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,148,28,1,0,0,0,0,0.07,4
20895,19,S30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,2,1
20896,19,S30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.05,2
20897,19,S30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.074,4
20898,19,S30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,1000,5
20899,19,S30-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,6,1
20900,19,S30-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,0.16,2
20901,19,S30-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,0.202,4
20902,19,S30-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,287,28,1,0,0,0,0,200,5
20903,19,S30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,1,1
20904,19,S30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.01,2
20905,19,S30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.028,4
20906,19,S30-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,7,1
20907,19,S30-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,0.22,2
20908,19,S30-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,167,5
20909,19,S30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,2,1
20910,19,S30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.05,2
20911,19,S30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.065,4
20912,19,S30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,1000,5
20913,19,S30-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,248,28,1,0,0,0,0,6,1
20914,19,S30-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,248,28,1,0,0,0,0,0.14,2
20915,19,S30-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,248,28,1,0,0,0,0,0.157,4
20916,19,S30-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,248,28,1,0,0,0,0,200,5
20917,19,S30-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,7,1
20918,19,S30-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,0.14,2
20919,19,S30-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,0.162,4
20920,19,S30-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,250,28,1,0,0,0,0,167,5
20921,19,S30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,5,1
20922,19,S30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,0.12,2
20923,19,S30-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.004,4
20924,19,S30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,0.137,4
20925,19,S30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,250,5
20926,19,S30-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,7,1
20927,19,S30-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.009,2
20928,19,S30-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.153,4
20929,19,S30-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,167,5
20930,19,S30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,5,1
20931,19,S30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.09,2
20932,19,S30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.112,4
20933,19,S30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,250,5
20934,19,S30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,3,1
20935,19,S30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.05,2
20936,19,S30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.075,4
20937,19,S30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,500,5
20938,19,S30-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,6,1
20939,19,S30-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.13,2
20940,19,S30-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,0.144,4
20941,19,S30-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,220,28,1,0,0,0,0,200,5
20942,19,S30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,5,1
20943,19,S30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.1,2
20944,19,S30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.114,4
20945,19,S30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,250,5
20946,19,S30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,5,1
20947,19,S30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.11,2
20948,19,S30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.125,4
20949,19,S30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,250,5
20950,19,S30-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,7,1
20951,19,S30-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.17,2
20952,19,S30-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,0.188,4
20953,19,S30-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,293,28,1,0,0,0,0,167,5
20954,19,S30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,4,1
20955,19,S30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.1,2
20956,19,S30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.113,4
20957,19,S30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,333,5
20958,19,S30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,2,1
20959,19,S30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,0.08,2
20960,19,S30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,166,28,1,0,0,0,0,1000,5
20961,19,S30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,4,1
20962,19,S30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.09,2
20963,19,S30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.099,4
20964,19,S30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,333,5
20965,19,S30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,3,1
20966,19,S30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.07,2
20967,19,S30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.07,4
20968,19,S30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,500,5
20969,19,S30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,2,1
20970,19,S30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.05,2
20971,19,S30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,1000,5
20972,19,S30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,1,1
20973,19,S30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.07,2
20974,19,S30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.063,4
20975,19,S30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,3,1
20976,19,S30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.09,2
20977,19,S30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.083,4
20978,19,S30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,500,5
20979,19,S30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,3,1
20980,19,S30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.08,2
20981,19,S30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.077,4
20982,19,S30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,500,5
20983,19,S30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,4,1
20984,19,S30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.07,2
20985,19,S30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,333,5
20986,19,S30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,5,1
20987,19,S30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,0.09,2
20988,19,S30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,0.121,4
20989,19,S30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,214,28,1,0,0,0,0,250,5
20990,19,S30-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,1,1
20991,19,S30-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.01,2
20992,19,S30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,2,1
20993,19,S30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.07,2
20994,19,S30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,0.072,4
20995,19,S30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,156,28,1,0,0,0,0,1000,5
20996,19,S30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,6,1
20997,19,S30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.12,2
20998,19,S30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,200,5
20999,19,S30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,3,1
21000,19,S30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.05,2
21001,19,S30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.064,4
21002,19,S30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,500,5
21003,19,S30-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,7,1
21004,19,S30-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,0.2,2
21005,19,S30-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,0.218,4
21006,19,S30-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,329,28,1,0,0,0,0,167,5
21007,19,S30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,6,1
21008,19,S30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.12,2
21009,19,S30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.14,4
21010,19,S30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,200,5
21011,19,S30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,1,1
21012,19,S30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.05,2
21013,19,S30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,140,28,1,0,0,0,0,0.049,4
21014,19,S30-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,7,1
21015,19,S30-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,0.13,2
21016,19,S30-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,261,28,1,0,0,0,0,167,5
21017,19,S30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,4,1
21018,19,S30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,4,1
21019,19,S30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.07,2
21020,19,S30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.09,2
21021,19,S30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,0.075,4
21022,19,S30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.086,4
21023,19,S30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,138,28,1,0,0,0,0,333,5
21024,19,S30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,333,5
21025,19,S30-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.003,4
21026,19,S30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,4,1
21027,19,S30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.11,2
21028,19,S30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,333,5
21029,19,S30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,3,1
21030,19,S30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.08,2
21031,19,S30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,0.089,4
21032,19,S30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,179,28,1,0,0,0,0,500,5
21033,19,S30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,3,1
21034,19,S30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.06,2
21035,19,S30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.071,4
21036,19,S30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,500,5
21037,19,S30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,4,1
21038,19,S30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.09,2
21039,19,S30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,0.109,4
21040,19,S30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,182,28,1,0,0,0,0,333,5
21041,19,S30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,4,1
21042,19,S30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.07,2
21043,19,S30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,0.102,4
21044,19,S30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,195,28,1,0,0,0,0,333,5
21045,19,S30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,2,1
21046,19,S30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,0.04,2
21047,19,S30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,160,28,1,0,0,0,0,1000,5
21048,19,S30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,1,1
21049,19,S30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.05,2
21050,19,S30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.028,4
21051,19,S30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,2,1
21052,19,S30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.07,2
21053,19,S30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.065,4
21054,19,S30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,1000,5
21055,19,S30-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,6,1
21056,19,S30-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.15,2
21057,19,S30-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.168,4
21058,19,S30-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,200,5
21059,19,S30-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,252,28,1,0,0,0,0,6,1
21060,19,S30-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,252,28,1,0,0,0,0,0.13,2
21061,19,S30-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,252,28,1,0,0,0,0,200,5
21062,19,S30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,5,1
21063,19,S30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.13,2
21064,19,S30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.138,4
21065,19,S30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,250,5
21066,19,S30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,1,1
21067,19,S30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.02,2
21068,19,S30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,3,1
21069,19,S30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,0.1,2
21070,19,S30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,188,28,1,0,0,0,0,500,5
21071,19,S30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,3,1
21072,19,S30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,0.05,2
21073,19,S30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,154,28,1,0,0,0,0,500,5
21074,19,S30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,3,1
21075,19,S30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.05,2
21076,19,S30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,0.069,4
21077,19,S30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,129,28,1,0,0,0,0,500,5
21078,19,S30-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,1,1
21079,19,S30-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,6,1
21080,19,S30-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.01,2
21081,19,S30-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.13,2
21082,19,S30-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.152,4
21083,19,S30-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,200,5
21084,19,S30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,4,1
21085,19,S30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.11,2
21086,19,S30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.12,4
21087,19,S30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,333,5
21088,19,S30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,4,1
21089,19,S30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.07,2
21090,19,S30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.114,4
21091,19,S30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,333,5
21092,19,S30-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,6,1
21093,19,S30-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,0.26,2
21094,19,S30-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,200,5
21095,19,S30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,5,1
21096,19,S30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.12,2
21097,19,S30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.126,4
21098,19,S30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,250,5
21099,19,S30-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,264,28,1,0,0,0,0,6,1
21100,19,S30-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,264,28,1,0,0,0,0,0.16,2
21101,19,S30-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,264,28,1,0,0,0,0,0.177,4
21102,19,S30-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,264,28,1,0,0,0,0,200,5
21103,19,S30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,5,1
21104,19,S30-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,6,1
21105,19,S30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.09,2
21106,19,S30-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.13,2
21107,19,S30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,0.135,4
21108,19,S30-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,0.149,4
21109,19,S30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,150,28,1,0,0,0,0,250,5
21110,19,S30-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,199,28,1,0,0,0,0,200,5
21111,19,S30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,5,1
21112,19,S30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.1,2
21113,19,S30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,0.117,4
21114,19,S30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,181,28,1,0,0,0,0,250,5
21115,19,S30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,3,1
21116,19,S30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.07,2
21117,19,S30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.079,4
21118,19,S30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,500,5
21119,19,S30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,2,1
21120,19,S30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.04,2
21121,19,S30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.054,4
21122,19,S30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,1000,5
21123,19,S30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,1,1
21124,19,S30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.01,2
21125,19,S30-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,6,1
21126,19,S30-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,0.23,2
21127,19,S30-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,0.256,4
21128,19,S30-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,342,28,1,0,0,0,0,200,5
21129,19,S30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,4,1
21130,19,S30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.11,2
21131,19,S30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,333,5
21132,19,S30-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,6,1
21133,19,S30-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.19,2
21134,19,S30-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,0.205,4
21135,19,S30-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,305,28,1,0,0,0,0,200,5
21136,19,S30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,4,1
21137,19,S30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,4,1
21138,19,S30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.08,2
21139,19,S30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.1,2
21140,19,S30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.104,4
21141,19,S30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,0.115,4
21142,19,S30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,333,5
21143,19,S30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,193,28,1,0,0,0,0,333,5
21144,19,S30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,5,1
21145,19,S30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.09,2
21146,19,S30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,0.129,4
21147,19,S30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,208,28,1,0,0,0,0,250,5
21148,19,S30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,5,1
21149,19,S30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.04,2
21150,19,S30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.073,4
21151,19,S30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,250,5
21152,19,S30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,2,1
21153,19,S30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.02,2
21154,19,S30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.036,4
21155,19,S30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,1000,5
21156,19,S30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,5,1
21157,19,S30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.05,2
21158,19,S30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.071,4
21159,19,S30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,250,5
21160,19,S30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,5,1
21161,19,S30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.09,2
21162,19,S30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,0.127,4
21163,19,S30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,147,28,1,0,0,0,0,250,5
21164,19,S30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,2,1
21165,19,S30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.03,2
21166,19,S30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,4
21167,19,S30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,1000,5
21168,19,S30-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,50,28,1,0,0,0,0,0.005,4
21169,19,S30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,6,1
21170,19,S30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,0.14,2
21171,19,S30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,0.171,4
21172,19,S30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,200,5
21173,19,S30-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,31,28,1,0,0,0,0,0.003,4
21174,19,S30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,4,1
21175,19,S30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
21176,19,S30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.064,4
21177,19,S30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,333,5
21178,19,S30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,4,1
21179,19,S30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.04,2
21180,19,S30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,0.066,4
21181,19,S30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,98,28,1,0,0,0,0,333,5
21182,19,S30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,5,1
21183,19,S30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.04,2
21184,19,S30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.066,4
21185,19,S30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,250,5
21186,19,S30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,5,1
21187,19,S30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.11,2
21188,19,S30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.155,4
21189,19,S30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,250,5
21190,19,S30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,4,1
21191,19,S30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.05,2
21192,19,S30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,333,5
21193,19,S30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,3,1
21194,19,S30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.03,2
21195,19,S30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.054,4
21196,19,S30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,500,5
21197,19,S30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,5,1
21198,19,S30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,0.06,2
21199,19,S30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,0.084,4
21200,19,S30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,250,5
21201,19,S30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,2,1
21202,19,S30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
21203,19,S30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.054,4
21204,19,S30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,1000,5
21205,19,S30-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,1,1
21206,19,S30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,5,1
21207,19,S30-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.03,2
21208,19,S30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.05,2
21209,19,S30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.075,4
21210,19,S30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,250,5
21211,19,S30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,1,1
21212,19,S30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.03,2
21213,19,S30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.034,4
21214,19,S30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,3,1
21215,19,S30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.05,2
21216,19,S30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,500,5
21217,19,S30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,3,1
21218,19,S30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
21219,19,S30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.06,4
21220,19,S30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,500,5
21221,19,S30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,2,1
21222,19,S30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.02,2
21223,19,S30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.043,4
21224,19,S30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,1000,5
21225,19,S30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,3,1
21226,19,S30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,0.03,2
21227,19,S30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,500,5
21228,19,S30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,4,1
21229,19,S30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,6,1
21230,19,S30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.05,2
21231,19,S30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,0.14,2
21232,19,S30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.068,4
21233,19,S30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,0.19,4
21234,19,S30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,333,5
21235,19,S30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,200,5
21236,19,S30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,4,1
21237,19,S30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
21238,19,S30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.062,4
21239,19,S30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,333,5
21240,19,S30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,1,1
21241,19,S30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.01,2
21242,19,S30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.023,4
21243,19,S30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,5,1
21244,19,S30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.15,2
21245,19,S30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.2,4
21246,19,S30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,250,5
21247,19,S30-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,1,1
21248,19,S30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,1,1
21249,19,S30-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.01,2
21250,19,S30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.04,2
21251,19,S30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.037,4
21252,19,S30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,1,1
21253,19,S30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.02,2
21254,19,S30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.028,4
21255,19,S30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,5,1
21256,19,S30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.07,2
21257,19,S30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.103,4
21258,19,S30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,250,5
21259,19,S30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,2,1
21260,19,S30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.04,2
21261,19,S30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.046,4
21262,19,S30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,1000,5
21263,19,S30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,4,1
21264,19,S30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,4,1
21265,19,S30-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,6,1
21266,19,S30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.04,2
21267,19,S30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.05,2
21268,19,S30-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.06,2
21269,19,S30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,0.069,4
21270,19,S30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.07,4
21271,19,S30-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.103,4
21272,19,S30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,69,28,1,0,0,0,0,333,5
21273,19,S30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,333,5
21274,19,S30-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,200,5
21275,19,S30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,3,1
21276,19,S30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.04,2
21277,19,S30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.059,4
21278,19,S30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,500,5
21279,19,S30-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,1,1
21280,19,S30-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,61,28,1,0,0,0,0,0.03,2
21281,19,S30-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,1,1
21282,19,S30-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.03,2
21283,19,S30-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,1,1
21284,19,S30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,4,1
21285,19,S30-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,52,28,1,0,0,0,0,0.01,2
21286,19,S30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.06,2
21287,19,S30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,333,5
21288,19,S30-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,1,1
21289,19,S30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,5,1
21290,19,S30-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,71,28,1,0,0,0,0,0.01,2
21291,19,S30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.06,2
21292,19,S30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.087,4
21293,19,S30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,250,5
21294,19,S30-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,6,1
21295,19,S30-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.08,2
21296,19,S30-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,0.116,4
21297,19,S30-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,136,28,1,0,0,0,0,200,5
21298,19,S30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,2,1
21299,19,S30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.05,2
21300,19,S30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,0.057,4
21301,19,S30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,89,28,1,0,0,0,0,1000,5
21302,19,S30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,4,1
21303,19,S30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.04,2
21304,19,S30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.063,4
21305,19,S30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,333,5
21306,19,S30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,3,1
21307,19,S30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,0.04,2
21308,19,S30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,80,28,1,0,0,0,0,500,5
21309,19,S30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,4,1
21310,19,S30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.06,2
21311,19,S30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.078,4
21312,19,S30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,333,5
21313,19,S30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,5,1
21314,19,S30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.05,2
21315,19,S30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.077,4
21316,19,S30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,250,5
21317,19,S30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,3,1
21318,19,S30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.04,2
21319,19,S30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,500,5
21320,19,S30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,2,1
21321,19,S30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,3,1
21322,19,S30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.03,2
21323,19,S30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.04,2
21324,19,S30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.064,4
21325,19,S30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,1000,5
21326,19,S30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,500,5
21327,19,S30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,4,1
21328,19,S30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,0.04,2
21329,19,S30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,85,28,1,0,0,0,0,333,5
21330,19,S30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,1,1
21331,19,S30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.04,2
21332,19,S30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,77,28,1,0,0,0,0,0.01,4
21333,19,S30-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,6,1
21334,19,S30-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,6,1
21335,19,S30-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,0.07,2
21336,19,S30-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.09,2
21337,19,S30-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,0.108,4
21338,19,S30-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,0.158,4
21339,19,S30-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,200,5
21340,19,S30-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,155,28,1,0,0,0,0,200,5
21341,19,S30-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,6,1
21342,19,S30-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.16,2
21343,19,S30-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,0.198,4
21344,19,S30-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,228,28,1,0,0,0,0,200,5
21345,19,S30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,2,1
21346,19,S30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.03,2
21347,19,S30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.037,4
21348,19,S30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,1000,5
21349,19,S30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,5,1
21350,19,S30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,0.07,2
21351,19,S30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,0.091,4
21352,19,S30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,250,5
21353,19,S30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,4,1
21354,19,S30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.05,2
21355,19,S30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.078,4
21356,19,S30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,333,5
21357,19,S30-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,6,1
21358,19,S30-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.13,2
21359,19,S30-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.176,4
21360,19,S30-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,200,5
21361,19,S30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,5,1
21362,19,S30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.05,2
21363,19,S30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,0.08,4
21364,19,S30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,92,28,1,0,0,0,0,250,5
21365,19,S30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,6,1
21366,19,S30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,0.06,2
21367,19,S30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,124,28,1,0,0,0,0,200,5
21368,19,S30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,5,1
21369,19,S30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.06,2
21370,19,S30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.087,4
21371,19,S30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,250,5
21372,19,S30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,3,1
21373,19,S30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,4,1
21374,19,S30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.03,2
21375,19,S30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.03,2
21376,19,S30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,0.061,4
21377,19,S30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,500,5
21378,19,S30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,81,28,1,0,0,0,0,333,5
21379,19,S30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,5,1
21380,19,S30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.05,2
21381,19,S30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,250,5
21382,19,S30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,2,1
21383,19,S30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.02,2
21384,19,S30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,0.023,4
21385,19,S30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,66,28,1,0,0,0,0,1000,5
21386,19,S30-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,8,1
21387,19,S30-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.12,2
21388,19,S30-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.181,4
21389,19,S30-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,143,5
21390,19,S30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,3,1
21391,19,S30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.02,2
21392,19,S30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,0.028,4
21393,19,S30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,75,28,1,0,0,0,0,500,5
21394,19,S30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,6,1
21395,19,S30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.05,2
21396,19,S30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.083,4
21397,19,S30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,200,5
21398,19,S30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,4,1
21399,19,S30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,0.03,2
21400,19,S30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,95,28,1,0,0,0,0,333,5
21401,19,S30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,2,1
21402,19,S30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,0.03,2
21403,19,S30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,73,28,1,0,0,0,0,1000,5
21404,19,S30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,7,1
21405,19,S30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,0.05,2
21406,19,S30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,167,5
21407,19,S30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,2,1
21408,19,S30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.02,2
21409,19,S30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,0.017,4
21410,19,S30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,62,28,1,0,0,0,0,1000,5
21411,19,S30-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,8,1
21412,19,S30-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.05,2
21413,19,S30-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,0.092,4
21414,19,S30-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,106,28,1,0,0,0,0,143,5
21415,19,S30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,3,1
21416,19,S30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.02,2
21417,19,S30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,0.036,4
21418,19,S30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,74,28,1,0,0,0,0,500,5
21419,19,S30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,6,1
21420,19,S30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.04,2
21421,19,S30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.085,4
21422,19,S30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,200,5
21423,19,S30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,5,1
21424,19,S30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.05,2
21425,19,S30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.079,4
21426,19,S30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,250,5
21427,19,S30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,6,1
21428,19,S30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.04,2
21429,19,S30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.08,4
21430,19,S30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,200,5
21431,19,S30-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,8,1
21432,19,S30-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.07,2
21433,19,S30-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,0.129,4
21434,19,S30-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,151,28,1,0,0,0,0,143,5
21435,19,S30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,3,1
21436,19,S30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.03,2
21437,19,S30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.042,4
21438,19,S30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,500,5
21439,19,S30-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,8,1
21440,19,S30-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.06,2
21441,19,S30-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.099,4
21442,19,S30-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,143,5
21443,19,S30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,3,1
21444,19,S30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
21445,19,S30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.056,4
21446,19,S30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,500,5
21447,19,S30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,3,1
21448,19,S30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.02,2
21449,19,S30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.034,4
21450,19,S30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,500,5
21451,19,S30-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,8,1
21452,19,S30-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.1,2
21453,19,S30-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,0.165,4
21454,19,S30-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,190,28,1,0,0,0,0,143,5
21455,19,S30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,5,1
21456,19,S30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,7,1
21457,19,S30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.04,2
21458,19,S30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.05,2
21459,19,S30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,0.072,4
21460,19,S30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.094,4
21461,19,S30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,86,28,1,0,0,0,0,250,5
21462,19,S30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,167,5
21463,19,S30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,6,1
21464,19,S30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,0.05,2
21465,19,S30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,0.088,4
21466,19,S30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,200,5
21467,19,S30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,2,1
21468,19,S30-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,8,1
21469,19,S30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,0.01,2
21470,19,S30-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.06,2
21471,19,S30-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.103,4
21472,19,S30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,59,28,1,0,0,0,0,1000,5
21473,19,S30-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,143,5
21474,19,S30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,4,1
21475,19,S30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.05,2
21476,19,S30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.073,4
21477,19,S30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,333,5
21478,19,S30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,2,1
21479,19,S30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,7,1
21480,19,S30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,0.01,2
21481,19,S30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.05,2
21482,19,S30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.088,4
21483,19,S30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,68,28,1,0,0,0,0,1000,5
21484,19,S30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,167,5
21485,19,S30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,2,1
21486,19,S30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,0.01,2
21487,19,S30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,60,28,1,0,0,0,0,1000,5
21488,19,S30-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,8,1
21489,19,S30-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,0.05,2
21490,19,S30-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,122,28,1,0,0,0,0,143,5
21491,19,S30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,4,1
21492,19,S30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.04,2
21493,19,S30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.067,4
21494,19,S30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,333,5
21495,19,S30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,5,1
21496,19,S30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.04,2
21497,19,S30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,250,5
21498,19,S32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,3,1
21499,19,S32-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,476,28,1,0,0,0,0,5,1
21500,19,S32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,0.12,2
21501,19,S32-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,476,28,1,0,0,0,0,0.27,2
21502,19,S32-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,476,28,1,0,0,0,0,0.294,4
21503,19,S32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,398,28,1,0,0,0,0,500,5
21504,19,S32-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,476,28,1,0,0,0,0,250,5
21505,19,S32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,265,28,1,0,0,0,0,3,1
21506,19,S32-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,502,28,1,0,0,0,0,5,1
21507,19,S32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,265,28,1,0,0,0,0,0.12,2
21508,19,S32-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,502,28,1,0,0,0,0,0.31,2
21509,19,S32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,265,28,1,0,0,0,0,0.145,4
21510,19,S32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,265,28,1,0,0,0,0,500,5
21511,19,S32-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,502,28,1,0,0,0,0,250,5
21512,19,S32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,3,1
21513,19,S32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,0.21,2
21514,19,S32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,0.217,4
21515,19,S32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,427,28,1,0,0,0,0,500,5
21516,19,S32-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,5,1
21517,19,S32-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,0.21,2
21518,19,S32-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,0.236,4
21519,19,S32-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,346,28,1,0,0,0,0,250,5
21520,19,S32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,1,1
21521,19,S32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.09,2
21522,19,S32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.082,4
21523,19,S32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,2,1
21524,19,S32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,0.1,2
21525,19,S32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,0.13,4
21526,19,S32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,240,28,1,0,0,0,0,1000,5
21527,19,S32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,4,1
21528,19,S32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,0.2,2
21529,19,S32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,0.211,4
21530,19,S32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,333,5
21531,19,S32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,1,1
21532,19,S32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,0.14,2
21533,19,S32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,318,28,1,0,0,0,0,0.131,4
21534,19,S32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,3,1
21535,19,S32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,0.18,2
21536,19,S32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,0.194,4
21537,19,S32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,500,5
21538,19,S32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,4,1
21539,19,S32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,0.19,2
21540,19,S32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,0.201,4
21541,19,S32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,368,28,1,0,0,0,0,333,5
21542,19,S32-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,3,28,1,0,0,0,0,0.001,4
21543,19,S32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,1,1
21544,19,S32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,0.16,2
21545,19,S32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,0.157,4
21546,19,S32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,2,1
21547,19,S32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,0.17,2
21548,19,S32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,0.174,4
21549,19,S32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,378,28,1,0,0,0,0,1000,5
21550,19,S32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,2,1
21551,19,S32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,0.13,2
21552,19,S32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,0.148,4
21553,19,S32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,304,28,1,0,0,0,0,1000,5
21554,19,S32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,4,1
21555,19,S32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,0.17,2
21556,19,S32-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.005,4
21557,19,S32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,444,28,1,0,0,0,0,333,5
21558,19,S32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,4,1
21559,19,S32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.17,2
21560,19,S32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,0.187,4
21561,19,S32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,310,28,1,0,0,0,0,333,5
21562,19,S32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,2,1
21563,19,S32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,0.16,2
21564,19,S32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,0.165,4
21565,19,S32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,360,28,1,0,0,0,0,1000,5
21566,19,S32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,3,1
21567,19,S32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.15,2
21568,19,S32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.164,4
21569,19,S32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,500,5
21570,19,S32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,3,1
21571,19,S32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,0.17,2
21572,19,S32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,0.176,4
21573,19,S32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,375,28,1,0,0,0,0,500,5
21574,19,S32-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,5,1
21575,19,S32-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,0.23,2
21576,19,S32-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,0.256,4
21577,19,S32-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,404,28,1,0,0,0,0,250,5
21578,19,S32-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,4,1
21579,19,S32-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,0.24,2
21580,19,S32-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,0.259,4
21581,19,S32-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,450,28,1,0,0,0,0,333,5
21582,19,S32-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,1,1
21583,19,S32-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,365,28,1,0,0,0,0,0.02,2
21584,19,S32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,1,1
21585,19,S32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.02,2
21586,19,S32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.053,4
21587,19,S32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,2,1
21588,19,S32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,0.1,2
21589,19,S32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,380,28,1,0,0,0,0,1000,5
21590,19,S32-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.003,4
21591,19,S32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,1,1
21592,19,S32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.11,2
21593,19,S32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.098,4
21594,19,S32-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,4,1
21595,19,S32-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,0.23,2
21596,19,S32-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,0.241,4
21597,19,S32-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,333,5
21598,19,S32-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,125,28,1,0,0,0,0,0.004,4
21599,19,S32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,1,1
21600,19,S32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,0.14,2
21601,19,S32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,311,28,1,0,0,0,0,0.158,4
21602,19,S32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,1,1
21603,19,S32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.2,2
21604,19,S32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,385,28,1,0,0,0,0,0.218,4
21605,19,S32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,2,1
21606,19,S32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.17,2
21607,19,S32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,0.227,4
21608,19,S32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,361,28,1,0,0,0,0,1000,5
21609,19,S32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,2,1
21610,19,S32-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,537,28,1,0,0,0,0,5,1
21611,19,S32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.2,2
21612,19,S32-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,537,28,1,0,0,0,0,0.25,2
21613,19,S32-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.005,4
21614,19,S32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.253,4
21615,19,S32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,1000,5
21616,19,S32-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,537,28,1,0,0,0,0,250,5
21617,19,S32-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,5,1
21618,19,S32-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.23,2
21619,19,S32-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.312,4
21620,19,S32-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,250,5
21621,19,S32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,408,28,1,0,0,0,0,1,1
21622,19,S32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,408,28,1,0,0,0,0,0.22,2
21623,19,S32-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,364,28,1,0,0,0,0,1,1
21624,19,S32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,3,1
21625,19,S32-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,4,1
21626,19,S32-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,364,28,1,0,0,0,0,0.02,2
21627,19,S32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,0.16,2
21628,19,S32-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,0.24,2
21629,19,S32-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,0.309,4
21630,19,S32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,500,5
21631,19,S32-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,422,28,1,0,0,0,0,333,5
21632,19,S32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,2,1
21633,19,S32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,0.12,2
21634,19,S32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,0.184,4
21635,19,S32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,253,28,1,0,0,0,0,1000,5
21636,19,S32-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,505,28,1,0,0,0,0,5,1
21637,19,S32-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,505,28,1,0,0,0,0,0.27,2
21638,19,S32-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,505,28,1,0,0,0,0,0.36,4
21639,19,S32-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,505,28,1,0,0,0,0,250,5
21640,19,S32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,3,1
21641,19,S32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.16,2
21642,19,S32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,0.225,4
21643,19,S32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,296,28,1,0,0,0,0,500,5
21644,19,S32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,2,1
21645,19,S32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,443,28,1,0,0,0,0,3,1
21646,19,S32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,0.22,2
21647,19,S32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,443,28,1,0,0,0,0,0.22,2
21648,19,S32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,0.269,4
21649,19,S32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,443,28,1,0,0,0,0,0.292,4
21650,19,S32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,428,28,1,0,0,0,0,1000,5
21651,19,S32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,443,28,1,0,0,0,0,500,5
21652,19,S32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,414,28,1,0,0,0,0,2,1
21653,19,S32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,414,28,1,0,0,0,0,0.12,2
21654,19,S32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,414,28,1,0,0,0,0,0.244,4
21655,19,S32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,414,28,1,0,0,0,0,1000,5
21656,19,S32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,472,28,1,0,0,0,0,3,1
21657,19,S32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,472,28,1,0,0,0,0,0.25,2
21658,19,S32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,472,28,1,0,0,0,0,0.319,4
21659,19,S32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,472,28,1,0,0,0,0,500,5
21660,19,S32-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,4,1
21661,19,S32-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,0.21,2
21662,19,S32-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,0.281,4
21663,19,S32-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,355,28,1,0,0,0,0,333,5
21664,19,S32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,2,1
21665,19,S32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.15,2
21666,19,S32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,0.209,4
21667,19,S32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,321,28,1,0,0,0,0,1000,5
21668,19,S32-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,1,28,1,0,0,0,0,0.002,4
21669,19,S32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,1,1
21670,19,S32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.1,2
21671,19,S32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,255,28,1,0,0,0,0,0.115,4
21672,19,S32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,509,28,1,0,0,0,0,4,1
21673,19,S32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,509,28,1,0,0,0,0,0.21,2
21674,19,S32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,509,28,1,0,0,0,0,333,5
21675,19,S32-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,5,1
21676,19,S32-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,0.25,2
21677,19,S32-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,0.328,4
21678,19,S32-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,418,28,1,0,0,0,0,250,5
21679,19,S32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,1,1
21680,19,S32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,3,1
21681,19,S32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.02,2
21682,19,S32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,0.18,2
21683,19,S32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.067,4
21684,19,S32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,0.249,4
21685,19,S32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,500,5
21686,19,S32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,3,1
21687,19,S32-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,501,28,1,0,0,0,0,5,1
21688,19,S32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.21,2
21689,19,S32-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,501,28,1,0,0,0,0,0.23,2
21690,19,S32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.273,4
21691,19,S32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,500,5
21692,19,S32-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,501,28,1,0,0,0,0,250,5
21693,19,S32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,1,1
21694,19,S32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.18,2
21695,19,S32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.196,4
21696,19,S32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,1,1
21697,19,S32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.02,2
21698,19,S32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.092,4
21699,19,S32-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,200,28,1,0,0,0,0,0.003,4
21700,19,S32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,2,1
21701,19,S32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,0.15,2
21702,19,S32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,0.172,4
21703,19,S32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,301,28,1,0,0,0,0,1000,5
21704,19,S32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,509,28,1,0,0,0,0,5,1
21705,19,S32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,509,28,1,0,0,0,0,0.26,2
21706,19,S32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,509,28,1,0,0,0,0,250,5
21707,19,S32-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,429,28,1,0,0,0,0,1,1
21708,19,S32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,2,1
21709,19,S32-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,429,28,1,0,0,0,0,0.03,2
21710,19,S32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.11,2
21711,19,S32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.144,4
21712,19,S32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,1000,5
21713,19,S32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,3,1
21714,19,S32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,0.22,2
21715,19,S32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,0.259,4
21716,19,S32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,421,28,1,0,0,0,0,500,5
21717,19,S32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,3,1
21718,19,S32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,0.14,2
21719,19,S32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,409,28,1,0,0,0,0,500,5
21720,19,S32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,3,1
21721,19,S32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,0.25,2
21722,19,S32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,0.29,4
21723,19,S32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,449,28,1,0,0,0,0,500,5
21724,19,S32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,3,1
21725,19,S32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,0.14,2
21726,19,S32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,0.185,4
21727,19,S32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,291,28,1,0,0,0,0,500,5
21728,19,S32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,3,1
21729,19,S32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.18,2
21730,19,S32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,0.217,4
21731,19,S32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,382,28,1,0,0,0,0,500,5
21732,19,S32-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,503,28,1,0,0,0,0,5,1
21733,19,S32-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,503,28,1,0,0,0,0,0.29,2
21734,19,S32-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,503,28,1,0,0,0,0,0.354,4
21735,19,S32-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,503,28,1,0,0,0,0,250,5
21736,19,S32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,1,1
21737,19,S32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,472,28,1,0,0,0,0,4,1
21738,19,S32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,0.14,2
21739,19,S32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,472,28,1,0,0,0,0,0.29,2
21740,19,S32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,302,28,1,0,0,0,0,0.081,4
21741,19,S32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,472,28,1,0,0,0,0,0.323,4
21742,19,S32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,472,28,1,0,0,0,0,333,5
21743,19,S32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,5,1
21744,19,S32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,0.27,2
21745,19,S32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,0.335,4
21746,19,S32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,467,28,1,0,0,0,0,250,5
21747,19,S32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,4,1
21748,19,S32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,0.24,2
21749,19,S32-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,0.002,4
21750,19,S32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,0.278,4
21751,19,S32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,371,28,1,0,0,0,0,333,5
21752,19,S32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,5,1
21753,19,S32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,0.26,2
21754,19,S32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,0.327,4
21755,19,S32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,439,28,1,0,0,0,0,250,5
21756,19,S32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,492,28,1,0,0,0,0,4,1
21757,19,S32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,492,28,1,0,0,0,0,0.22,2
21758,19,S32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,492,28,1,0,0,0,0,333,5
21759,19,S32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,1,1
21760,19,S32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,4,1
21761,19,S32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,0.18,2
21762,19,S32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.22,2
21763,19,S32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,363,28,1,0,0,0,0,0.106,4
21764,19,S32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,0.268,4
21765,19,S32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,339,28,1,0,0,0,0,333,5
21766,19,S32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,401,28,1,0,0,0,0,3,1
21767,19,S32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,401,28,1,0,0,0,0,0.2,2
21768,19,S32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,401,28,1,0,0,0,0,0.227,4
21769,19,S32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,401,28,1,0,0,0,0,500,5
21770,19,S32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,2,1
21771,19,S32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,0.11,2
21772,19,S32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,388,28,1,0,0,0,0,1000,5
21773,19,S32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,1,1
21774,19,S32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.11,2
21775,19,S32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,203,28,1,0,0,0,0,0.061,4
21776,19,S32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,2,1
21777,19,S32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,0.19,2
21778,19,S32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,0.213,4
21779,19,S32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,381,28,1,0,0,0,0,1000,5
21780,19,S32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,1,1
21781,19,S32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.03,2
21782,19,S32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.044,4
21783,19,S32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,2,1
21784,19,S32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,0.17,2
21785,19,S32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,0.19,4
21786,19,S32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533,2,579.3,[10],[50],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,1000,5
21787,19,S32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,1,1
21788,19,S32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.08,2
21789,19,S32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,191,28,1,0,0,0,0,0.06,4
21790,19,S32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,4,1
21791,19,S32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.13,2
21792,19,S32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,0.164,4
21793,19,S32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,256,28,1,0,0,0,0,333,5
21794,19,S32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,3,1
21795,19,S32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,6,1
21796,19,S32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,0.1,2
21797,19,S32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,0.18,2
21798,19,S32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,0.122,4
21799,19,S32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,500,5
21800,19,S32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,344,28,1,0,0,0,0,200,5
21801,19,S32-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,6,1
21802,19,S32-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,0.19,2
21803,19,S32-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,0.231,4
21804,19,S32-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,333,28,1,0,0,0,0,200,5
21805,19,S32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,1,1
21806,19,S32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.07,2
21807,19,S32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,170,28,1,0,0,0,0,0.046,4
21808,19,S32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,5,1
21809,19,S32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.15,2
21810,19,S32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,0.181,4
21811,19,S32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,278,28,1,0,0,0,0,250,5
21812,19,S32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,3,1
21813,19,S32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,0.11,2
21814,19,S32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,0.133,4
21815,19,S32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,500,5
21816,19,S32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,5,1
21817,19,S32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.12,2
21818,19,S32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.159,4
21819,19,S32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,250,5
21820,19,S32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,4,1
21821,19,S32-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,6,1
21822,19,S32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.1,2
21823,19,S32-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,0.26,2
21824,19,S32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,333,5
21825,19,S32-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,399,28,1,0,0,0,0,200,5
21826,19,S32-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,6,1
21827,19,S32-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,0.22,2
21828,19,S32-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,0.296,4
21829,19,S32-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,374,28,1,0,0,0,0,200,5
21830,19,S32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,4,1
21831,19,S32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,0.14,2
21832,19,S32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,0.173,4
21833,19,S32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,270,28,1,0,0,0,0,333,5
21834,19,S32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,2,1
21835,19,S32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.06,2
21836,19,S32-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.005,4
21837,19,S32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.061,4
21838,19,S32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,1000,5
21839,19,S32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,6,1
21840,19,S32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,0.18,2
21841,19,S32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,0.213,4
21842,19,S32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,298,28,1,0,0,0,0,200,5
21843,19,S32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,2,1
21844,19,S32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,4,1
21845,19,S32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,0.06,2
21846,19,S32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,0.11,2
21847,19,S32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,0.151,4
21848,19,S32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,217,28,1,0,0,0,0,1000,5
21849,19,S32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,231,28,1,0,0,0,0,333,5
21850,19,S32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,5,1
21851,19,S32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,0.12,2
21852,19,S32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,282,28,1,0,0,0,0,250,5
21853,19,S32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,2,1
21854,19,S32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.07,2
21855,19,S32-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.003,4
21856,19,S32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.066,4
21857,19,S32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,1000,5
21858,19,S32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,4,1
21859,19,S32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.1,2
21860,19,S32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,0.137,4
21861,19,S32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,197,28,1,0,0,0,0,333,5
21862,19,S32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,3,1
21863,19,S32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.07,2
21864,19,S32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,0.067,4
21865,19,S32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,159,28,1,0,0,0,0,500,5
21866,19,S32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,3,1
21867,19,S32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,0.07,2
21868,19,S32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,223,28,1,0,0,0,0,500,5
21869,19,S32-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,1,1
21870,19,S32-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,221,28,1,0,0,0,0,0.02,2
21871,19,S32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,1,1
21872,19,S32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,3,1
21873,19,S32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.02,2
21874,19,S32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.1,2
21875,19,S32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,121,28,1,0,0,0,0,0.033,4
21876,19,S32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.109,4
21877,19,S32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,500,5
21878,19,S32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,2,1
21879,19,S32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.09,2
21880,19,S32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,0.072,4
21881,19,S32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,212,28,1,0,0,0,0,1000,5
21882,19,S32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,3,1
21883,19,S32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.08,2
21884,19,S32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.088,4
21885,19,S32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,500,5
21886,19,S32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,5,1
21887,19,S32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,0.19,2
21888,19,S32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,0.218,4
21889,19,S32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,323,28,1,0,0,0,0,250,5
21890,19,S32-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.001,4
21891,19,S32-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,6,1
21892,19,S32-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,0.22,2
21893,19,S32-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,0.306,4
21894,19,S32-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,322,28,1,0,0,0,0,200,5
21895,19,S32-14-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,0,28,1,0,0,0,0,0.002,4
21896,19,S32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,1,1
21897,19,S32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.05,2
21898,19,S32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,145,28,1,0,0,0,0,0.059,4
21899,19,S32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,2,1
21900,19,S32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,4,1
21901,19,S32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,5,1
21902,19,S32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.11,2
21903,19,S32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.11,2
21904,19,S32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,0.15,2
21905,19,S32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.115,4
21906,19,S32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,0.136,4
21907,19,S32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,0.166,4
21908,19,S32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,1000,5
21909,19,S32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,225,28,1,0,0,0,0,333,5
21910,19,S32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,276,28,1,0,0,0,0,250,5
21911,19,S32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,5,1
21912,19,S32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.19,2
21913,19,S32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,0.238,4
21914,19,S32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,306,28,1,0,0,0,0,250,5
21915,19,S32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,257,28,1,0,0,0,0,5,1
21916,19,S32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,257,28,1,0,0,0,0,0.13,2
21917,19,S32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,257,28,1,0,0,0,0,0.152,4
21918,19,S32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,257,28,1,0,0,0,0,250,5
21919,19,S32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,2,1
21920,19,S32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.07,2
21921,19,S32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.081,4
21922,19,S32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,1000,5
21923,19,S32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,5,1
21924,19,S32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.11,2
21925,19,S32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,0.133,4
21926,19,S32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,202,28,1,0,0,0,0,250,5
21927,19,S32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,1,1
21928,19,S32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,0.08,2
21929,19,S32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,0.083,4
21930,19,S32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,1,1
21931,19,S32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.07,2
21932,19,S32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,165,28,1,0,0,0,0,0.071,4
21933,19,S32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,2,1
21934,19,S32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.05,2
21935,19,S32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.072,4
21936,19,S32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,1000,5
21937,19,S32-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,63,28,1,0,0,0,0,0.003,4
21938,19,S32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,5,1
21939,19,S32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,0.11,2
21940,19,S32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,260,28,1,0,0,0,0,250,5
21941,19,S32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,5,1
21942,19,S32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,0.23,2
21943,19,S32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,0.294,4
21944,19,S32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,330,28,1,0,0,0,0,250,5
21945,19,S32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,234,28,1,0,0,0,0,3,1
21946,19,S32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,234,28,1,0,0,0,0,0.11,2
21947,19,S32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,234,28,1,0,0,0,0,0.143,4
21948,19,S32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,234,28,1,0,0,0,0,500,5
21949,19,S32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,3,1
21950,19,S32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.08,2
21951,19,S32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,0.114,4
21952,19,S32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,171,28,1,0,0,0,0,500,5
21953,19,S32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,3,1
21954,19,S32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.11,2
21955,19,S32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,0.128,4
21956,19,S32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,224,28,1,0,0,0,0,500,5
21957,19,S32-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,1,1
21958,19,S32-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,168,28,1,0,0,0,0,0.02,2
21959,19,S32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,4,1
21960,19,S32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.1,2
21961,19,S32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.125,4
21962,19,S32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,333,5
21963,19,S32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,1,1
21964,19,S32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,0.02,2
21965,19,S32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,117,28,1,0,0,0,0,0.036,4
21966,19,S32-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.005,4
21967,19,S32-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,6,1
21968,19,S32-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,0.26,2
21969,19,S32-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,372,28,1,0,0,0,0,200,5
21970,19,S32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,2,1
21971,19,S32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,0.09,2
21972,19,S32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,0.101,4
21973,19,S32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,205,28,1,0,0,0,0,1000,5
21974,19,S32-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,6,1
21975,19,S32-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,0.22,2
21976,19,S32-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,357,28,1,0,0,0,0,200,5
21977,19,S32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,3,1
21978,19,S32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.1,2
21979,19,S32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,0.122,4
21980,19,S32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,206,28,1,0,0,0,0,500,5
21981,19,S32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,2,1
21982,19,S32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.08,2
21983,19,S32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,0.088,4
21984,19,S32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,186,28,1,0,0,0,0,1000,5
21985,19,S32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,3,1
21986,19,S32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.13,2
21987,19,S32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.143,4
21988,19,S32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,500,5
21989,19,S32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,4,1
21990,19,S32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,0.1,2
21991,19,S32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,254,28,1,0,0,0,0,333,5
21992,19,S32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,2,1
21993,19,S32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.05,2
21994,19,S32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,1000,5
21995,19,S32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,3,1
21996,19,S32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,4,1
21997,19,S32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.08,2
21998,19,S32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.12,2
21999,19,S32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,0.105,4
22000,19,S32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,0.146,4
22001,19,S32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,227,28,1,0,0,0,0,500,5
22002,19,S32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,251,28,1,0,0,0,0,333,5
22003,19,S32-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,64,28,1,0,0,0,0,0.001,4
22004,19,S32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,4,1
22005,19,S32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,0.11,2
22006,19,S32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,0.127,4
22007,19,S32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,235,28,1,0,0,0,0,333,5
22008,19,S32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,6,1
22009,19,S32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,0.14,2
22010,19,S32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,294,28,1,0,0,0,0,200,5
22011,19,S32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,5,1
22012,19,S32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,0.12,2
22013,19,S32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,0.152,4
22014,19,S32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,245,28,1,0,0,0,0,250,5
22015,19,S32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,2,1
22016,19,S32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,0.05,2
22017,19,S32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,207,28,1,0,0,0,0,1000,5
22018,19,S32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,6,1
22019,19,S32-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,6,1
22020,19,S32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,0.16,2
22021,19,S32-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,0.22,2
22022,19,S32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,0.216,4
22023,19,S32-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,0.296,4
22024,19,S32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,288,28,1,0,0,0,0,200,5
22025,19,S32-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,359,28,1,0,0,0,0,200,5
22026,19,S32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,4,1
22027,19,S32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.08,2
22028,19,S32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,333,5
22029,19,S32-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,6,1
22030,19,S32-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,0.26,2
22031,19,S32-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,394,28,1,0,0,0,0,200,5
22032,19,S32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,2,1
22033,19,S32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.1,2
22034,19,S32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,0.095,4
22035,19,S32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,204,28,1,0,0,0,0,1000,5
22036,19,S32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,1,1
22037,19,S32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.08,2
22038,19,S32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.077,4
22039,19,S32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,5,1
22040,19,S32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,0.15,2
22041,19,S32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,0.192,4
22042,19,S32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,281,28,1,0,0,0,0,250,5
22043,19,S32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,2,1
22044,19,S32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,0.09,2
22045,19,S32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,0.085,4
22046,19,S32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,184,28,1,0,0,0,0,1000,5
22047,19,S32-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.003,4
22048,19,S32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,210,28,1,0,0,0,0,3,1
22049,19,S32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,210,28,1,0,0,0,0,0.1,2
22050,19,S32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,210,28,1,0,0,0,0,0.102,4
22051,19,S32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,210,28,1,0,0,0,0,500,5
22052,19,S32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,1,1
22053,19,S32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.05,2
22054,19,S32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,152,28,1,0,0,0,0,0.052,4
22055,19,S32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,4,1
22056,19,S32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,0.11,2
22057,19,S32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,0.118,4
22058,19,S32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,226,28,1,0,0,0,0,333,5
22059,19,S32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,328,28,1,0,0,0,0,6,1
22060,19,S32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,328,28,1,0,0,0,0,0.19,2
22061,19,S32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,328,28,1,0,0,0,0,0.26,4
22062,19,S32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,328,28,1,0,0,0,0,200,5
22063,19,S32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,3,1
22064,19,S32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.07,2
22065,19,S32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,0.092,4
22066,19,S32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,173,28,1,0,0,0,0,500,5
22067,19,S32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,4,1
22068,19,S32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,0.12,2
22069,19,S32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,243,28,1,0,0,0,0,333,5
22070,19,S32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,6,1
22071,19,S32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.14,2
22072,19,S32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,0.175,4
22073,19,S32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,241,28,1,0,0,0,0,200,5
22074,19,S32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,4,1
22075,19,S32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.08,2
22076,19,S32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.098,4
22077,19,S32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,333,5
22078,19,S32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,3,1
22079,19,S32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,0.07,2
22080,19,S32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,213,28,1,0,0,0,0,500,5
22081,19,S32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,5,1
22082,19,S32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.1,2
22083,19,S32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,0.129,4
22084,19,S32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,196,28,1,0,0,0,0,250,5
22085,19,S32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,2,1
22086,19,S32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,5,1
22087,19,S32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,0.05,2
22088,19,S32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,0.1,2
22089,19,S32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,0.07,4
22090,19,S32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,0.143,4
22091,19,S32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,133,28,1,0,0,0,0,1000,5
22092,19,S32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,247,28,1,0,0,0,0,250,5
22093,19,S32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,4,1
22094,19,S32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.09,2
22095,19,S32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,0.101,4
22096,19,S32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,189,28,1,0,0,0,0,333,5
22097,19,S32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,3,1
22098,19,S32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,5,1
22099,19,S32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.08,2
22100,19,S32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.11,2
22101,19,S32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,0.094,4
22102,19,S32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,0.143,4
22103,19,S32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,185,28,1,0,0,0,0,500,5
22104,19,S32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,229,28,1,0,0,0,0,250,5
22105,19,S32-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,1,1
22106,19,S32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,1,1
22107,19,S32-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,187,28,1,0,0,0,0,0.01,2
22108,19,S32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,0.01,2
22109,19,S32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,134,28,1,0,0,0,0,0.026,4
22110,19,S32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,4,1
22111,19,S32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.1,2
22112,19,S32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.107,4
22113,19,S32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,333,5
22114,19,S32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,2,1
22115,19,S32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.07,2
22116,19,S32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.081,4
22117,19,S32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317,2,558.2,[14],[50],[1],[43],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,1000,5
22118,19,S32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,5,1
22119,19,S32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.14,2
22120,19,S32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,0.17,4
22121,19,S32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,218,28,1,0,0,0,0,250,5
22122,19,S32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,3,1
22123,19,S32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.03,2
22124,19,S32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.06,4
22125,19,S32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,500,5
22126,19,S32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,4,1
22127,19,S32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.04,2
22128,19,S32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.068,4
22129,19,S32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,333,5
22130,19,S32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,5,1
22131,19,S32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,0.16,2
22132,19,S32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,0.196,4
22133,19,S32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,250,5
22134,19,S32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,3,1
22135,19,S32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,0.03,2
22136,19,S32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,105,28,1,0,0,0,0,500,5
22137,19,S32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,2,1
22138,19,S32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.03,2
22139,19,S32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.043,4
22140,19,S32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,1000,5
22141,19,S32-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,1,1
22142,19,S32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,5,1
22143,19,S32-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.01,2
22144,19,S32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.09,2
22145,19,S32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,0.117,4
22146,19,S32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,161,28,1,0,0,0,0,250,5
22147,19,S32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,4,1
22148,19,S32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.04,2
22149,19,S32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,0.065,4
22150,19,S32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,96,28,1,0,0,0,0,333,5
22151,19,S32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,2,1
22152,19,S32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.01,2
22153,19,S32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.034,4
22154,19,S32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,1000,5
22155,19,S32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,1,1
22156,19,S32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.01,2
22157,19,S32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,76,28,1,0,0,0,0,0.019,4
22158,19,S32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,1,1
22159,19,S32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.02,2
22160,19,S32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.028,4
22161,19,S32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,2,1
22162,19,S32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.03,2
22163,19,S32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.048,4
22164,19,S32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,1000,5
22165,19,S32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,2,1
22166,19,S32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.04,2
22167,19,S32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.062,4
22168,19,S32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,1000,5
22169,19,S32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,5,1
22170,19,S32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.07,2
22171,19,S32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,0.098,4
22172,19,S32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,139,28,1,0,0,0,0,250,5
22173,19,S32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,3,1
22174,19,S32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.04,2
22175,19,S32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.065,4
22176,19,S32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,500,5
22177,19,S32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,2,1
22178,19,S32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.04,2
22179,19,S32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,0.056,4
22180,19,S32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,93,28,1,0,0,0,0,1000,5
22181,19,S32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,5,1
22182,19,S32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.11,2
22183,19,S32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,0.135,4
22184,19,S32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,183,28,1,0,0,0,0,250,5
22185,19,S32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,4,1
22186,19,S32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,0.04,2
22187,19,S32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,0.069,4
22188,19,S32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,108,28,1,0,0,0,0,333,5
22189,19,S32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,5,1
22190,19,S32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.06,2
22191,19,S32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,0.086,4
22192,19,S32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,127,28,1,0,0,0,0,250,5
22193,19,S32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,4,1
22194,19,S32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,0.04,2
22195,19,S32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,111,28,1,0,0,0,0,333,5
22196,19,S32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,5,1
22197,19,S32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.04,2
22198,19,S32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.069,4
22199,19,S32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,250,5
22200,19,S32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,4,1
22201,19,S32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.05,2
22202,19,S32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.075,4
22203,19,S32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,333,5
22204,19,S32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,2,1
22205,19,S32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,0.01,2
22206,19,S32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,87,28,1,0,0,0,0,1000,5
22207,19,S32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,5,1
22208,19,S32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.05,2
22209,19,S32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.079,4
22210,19,S32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,250,5
22211,19,S32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,4,1
22212,19,S32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.04,2
22213,19,S32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.07,4
22214,19,S32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,333,5
22215,19,S32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,3,1
22216,19,S32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,5,1
22217,19,S32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,5,1
22218,19,S32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.05,2
22219,19,S32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.05,2
22220,19,S32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.05,2
22221,19,S32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.07,4
22222,19,S32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.073,4
22223,19,S32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.08,4
22224,19,S32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,500,5
22225,19,S32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,250,5
22226,19,S32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,250,5
22227,19,S32-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,7,1
22228,19,S32-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,0.14,2
22229,19,S32-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,0.198,4
22230,19,S32-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,236,28,1,0,0,0,0,167,5
22231,19,S32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,7,1
22232,19,S32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.07,2
22233,19,S32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,0.113,4
22234,19,S32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,143,28,1,0,0,0,0,167,5
22235,19,S32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,4,1
22236,19,S32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.04,2
22237,19,S32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,333,5
22238,19,S32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,4,1
22239,19,S32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,0.05,2
22240,19,S32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,113,28,1,0,0,0,0,333,5
22241,19,S32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,1,1
22242,19,S32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.02,2
22243,19,S32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,79,28,1,0,0,0,0,0.037,4
22244,19,S32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,5,1
22245,19,S32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.05,2
22246,19,S32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,0.077,4
22247,19,S32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,110,28,1,0,0,0,0,250,5
22248,19,S32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,3,1
22249,19,S32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.04,2
22250,19,S32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,0.069,4
22251,19,S32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,112,28,1,0,0,0,0,500,5
22252,19,S32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,6,1
22253,19,S32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.06,2
22254,19,S32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,0.087,4
22255,19,S32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,115,28,1,0,0,0,0,200,5
22256,19,S32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,1,1
22257,19,S32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.05,2
22258,19,S32-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,7,1
22259,19,S32-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.11,2
22260,19,S32-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,0.168,4
22261,19,S32-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,201,28,1,0,0,0,0,167,5
22262,19,S32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,5,1
22263,19,S32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,0.06,2
22264,19,S32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,0.088,4
22265,19,S32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,123,28,1,0,0,0,0,250,5
22266,19,S32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,2,1
22267,19,S32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.04,2
22268,19,S32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,0.06,4
22269,19,S32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,97,28,1,0,0,0,0,1000,5
22270,19,S32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,2,1
22271,19,S32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.05,2
22272,19,S32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,0.064,4
22273,19,S32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,103,28,1,0,0,0,0,1000,5
22274,19,S32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,2,1
22275,19,S32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.03,2
22276,19,S32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.057,4
22277,19,S32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,1000,5
22278,19,S32-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,1,1
22279,19,S32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,5,1
22280,19,S32-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.02,2
22281,19,S32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.05,2
22282,19,S32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,0.078,4
22283,19,S32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,116,28,1,0,0,0,0,250,5
22284,19,S32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,6,1
22285,19,S32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,0.08,2
22286,19,S32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,0.108,4
22287,19,S32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,149,28,1,0,0,0,0,200,5
22288,19,S32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,6,1
22289,19,S32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.06,2
22290,19,S32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,0.092,4
22291,19,S32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,128,28,1,0,0,0,0,200,5
22292,19,S32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,2,1
22293,19,S32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.05,2
22294,19,S32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,1000,5
22295,19,S32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,1,1
22296,19,S32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
22297,19,S32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.046,4
22298,19,S32-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,7,1
22299,19,S32-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.08,2
22300,19,S32-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.123,4
22301,19,S32-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,167,5
22302,19,S32-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,7,1
22303,19,S32-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,0.12,2
22304,19,S32-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,0.195,4
22305,19,S32-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,216,28,1,0,0,0,0,167,5
22306,19,S32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,7,1
22307,19,S32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,0.07,2
22308,19,S32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,163,28,1,0,0,0,0,167,5
22309,19,S32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,3,1
22310,19,S32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,6,1
22311,19,S32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.04,2
22312,19,S32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,0.06,2
22313,19,S32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,0.063,4
22314,19,S32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,84,28,1,0,0,0,0,500,5
22315,19,S32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,130,28,1,0,0,0,0,200,5
22316,19,S32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,2,1
22317,19,S32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.03,2
22318,19,S32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.057,4
22319,19,S32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,1000,5
22320,19,S32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,4,1
22321,19,S32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.05,2
22322,19,S32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.05,4
22323,19,S32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,333,5
22324,19,S32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,5,1
22325,19,S32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.04,2
22326,19,S32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.048,4
22327,19,S32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,250,5
22328,19,S32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,3,1
22329,19,S32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.04,2
22330,19,S32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.046,4
22331,19,S32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,500,5
22332,19,S32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,5,1
22333,19,S32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.06,2
22334,19,S32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,0.084,4
22335,19,S32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,120,28,1,0,0,0,0,250,5
22336,19,S32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,1,1
22337,19,S32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.02,2
22338,19,S32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,72,28,1,0,0,0,0,0.016,4
22339,19,S32-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,1,1
22340,19,S32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,5,1
22341,19,S32-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,78,28,1,0,0,0,0,0.02,2
22342,19,S32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.05,2
22343,19,S32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,0.067,4
22344,19,S32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,107,28,1,0,0,0,0,250,5
22345,19,S32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,3,1
22346,19,S32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.03,2
22347,19,S32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.045,4
22348,19,S32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,500,5
22349,19,S32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,2,1
22350,19,S32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,0.05,2
22351,19,S32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,99,28,1,0,0,0,0,1000,5
22352,19,S32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,5,1
22353,19,S32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.06,2
22354,19,S32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,0.077,4
22355,19,S32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,114,28,1,0,0,0,0,250,5
22356,19,S32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,5,1
22357,19,S32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,7,1
22358,19,S32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,0.04,2
22359,19,S32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,0.09,2
22360,19,S32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,109,28,1,0,0,0,0,250,5
22361,19,S32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,177,28,1,0,0,0,0,167,5
22362,19,S32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,1,1
22363,19,S32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.04,2
22364,19,S32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,88,28,1,0,0,0,0,0.033,4
22365,19,S32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,2,1
22366,19,S32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.03,2
22367,19,S32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,0.042,4
22368,19,S32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,83,28,1,0,0,0,0,1000,5
22369,19,S32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,6,1
22370,19,S32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.08,2
22371,19,S32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,0.108,4
22372,19,S32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,144,28,1,0,0,0,0,200,5
22373,19,S32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,7,1
22374,19,S32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.09,2
22375,19,S32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,0.144,4
22376,19,S32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,167,28,1,0,0,0,0,167,5
22377,19,S32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,2,1
22378,19,S32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.04,2
22379,19,S32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.045,4
22380,19,S32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,1000,5
22381,19,S32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,4,1
22382,19,S32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,0.04,2
22383,19,S32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,104,28,1,0,0,0,0,333,5
22384,19,S32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,4,1
22385,19,S32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.04,2
22386,19,S32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,0.047,4
22387,19,S32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,91,28,1,0,0,0,0,333,5
22388,19,S32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,6,1
22389,19,S32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,0.07,2
22390,19,S32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,146,28,1,0,0,0,0,200,5
22391,19,S32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,1,1
22392,19,S32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.03,2
22393,19,S32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,82,28,1,0,0,0,0,0.027,4
22394,19,S32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,2,1
22395,19,S32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,0.03,2
22396,19,S32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,102,28,1,0,0,0,0,1000,5
22397,19,S32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,3,1
22398,19,S32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.03,2
22399,19,S32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,0.047,4
22400,19,S32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,90,28,1,0,0,0,0,500,5
22401,19,S32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,6,1
22402,19,S32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.09,2
22403,19,S32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,0.121,4
22404,19,S32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,162,28,1,0,0,0,0,200,5
22405,19,S32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,7,1
22406,19,S32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,0.11,2
22407,19,S32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,0.175,4
22408,19,S32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,194,28,1,0,0,0,0,167,5
22409,19,S32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,1,1
22410,19,S32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,3,1
22411,19,S32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,0.05,2
22412,19,S32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.05,2
22413,19,S32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,100,28,1,0,0,0,0,0.044,4
22414,19,S32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,0.05,4
22415,19,S32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,101,28,1,0,0,0,0,500,5
22416,19,S32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,5,1
22417,19,S32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.07,2
22418,19,S32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,0.096,4
22419,19,S32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,131,28,1,0,0,0,0,250,5
22420,19,S32-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,7,1
22421,19,S32-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,0.14,2
22422,19,S32-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,0.18,4
22423,19,S32-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,230,28,1,0,0,0,0,167,5
22424,19,S32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,6,1
22425,19,S32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.07,2
22426,19,S32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,0.101,4
22427,19,S32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,126,28,1,0,0,0,0,200,5
22428,19,S32-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,7,1
22429,19,S32-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.12,2
22430,19,S32-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,0.195,4
22431,19,S32-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,211,28,1,0,0,0,0,167,5
22432,19,S32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,1,1
22433,19,S32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.04,2
22434,19,S32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150,1150,1000,1000,100,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500,2,531.6,[20],[50],[1],[20],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,3,3,0,1,0,0,94,28,1,0,0,0,0,0.039,4
22435,20,A-FP/f0-0,1,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[9,20]","[0,0]","[0,0]",0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,41.61,0,29,1,141.3,1,9,0,0.038,2
22436,20,A-FP/f0-0,2,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[9,20]","[0,0]","[0,0]",0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,47.93,0,29,1,141.3,1,9,0,0.19,2
22437,20,A-FP/f0-0,3,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[9,20]","[0,0]","[0,0]",0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,54.76,0,29,1,141.3,1,9,0,0.338,2
22438,20,A-FP/f0-0,4,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[9,20]","[0,0]","[0,0]",0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,61.48,0,29,1,141.3,1,9,0,0.556,2
22439,20,A-FP/f0-0,5,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[9,20]","[0,0]","[0,0]",0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,72.68,0,29,1,141.3,1,9,0,0.664,2
22440,20,A-FP/f0-0,6,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[9,20]","[0,0]","[0,0]",0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,68.98,0,29,1,141.3,1,9,0,0.787,2
22441,20,A-FP/f0-0,7,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[9,20]","[0,0]","[0,0]",0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,67.96,0,29,1,141.3,1,9,0,0.82,2
22442,20,A-FP/f0-0,8,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[9,20]","[0,0]","[0,0]",0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,64.64,0,29,1,141.3,1,9,0,0.899,2
22443,20,A-FP/f0-0,9,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[9,20]","[0,0]","[0,0]",0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,62.85,0,29,1,141.3,1,9,0,0.942,2
22444,20,A-FP/f0-0,10,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[9,20]","[0,0]","[0,0]",0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,61.83,0,29,1,141.3,1,9,0,0.975,2
22445,20,A-FP/f0-0,11,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[9,20]","[0,0]","[0,0]",0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,59.52,0,29,1,141.3,1,9,0,0.998,2
22446,20,A-FPhs/f1-5,1,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[11,18]","[0,0]","[0,0]",0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,41.86,0,29,1,141.3,1,11,0,0.048,2
22447,20,A-FPhs/f1-5,2,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[11,18]","[0,0]","[0,0]",0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,48.19,0,29,1,141.3,1,11,0,0.226,2
22448,20,A-FPhs/f1-5,3,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[11,18]","[0,0]","[0,0]",0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,55.39,0,29,1,141.3,1,11,0,0.275,2
22449,20,A-FPhs/f1-5,4,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[11,18]","[0,0]","[0,0]",0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,62.37,0,29,1,141.3,1,11,0,0.496,2
22450,20,A-FPhs/f1-5,5,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[11,18]","[0,0]","[0,0]",0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,75.89,0,29,1,141.3,1,11,0,0.674,2
22451,20,A-FPhs/f1-5,6,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[11,18]","[0,0]","[0,0]",0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,71.8,0,29,1,141.3,1,11,0,0.78,2
22452,20,A-FPhs/f1-5,7,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[11,18]","[0,0]","[0,0]",0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,0,0,[0],[0],[0],[0],[0],[0],0,0,C,1,0,0,0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",0,3,0,2,2,3,0,1,0,68.76,0,29,1,141.3,1,11,0,1.001,2
22453,20,A-PP/f0-0,1,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[6,24]","[0,0]","[0,0]",0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,31.9,0,30,1,70.6,1,6,0,0.04,2
22454,20,A-PP/f0-0,2,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[6,24]","[0,0]","[0,0]",0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,34.55,0,30,1,70.6,1,6,0,0.155,2
22455,20,A-PP/f0-0,3,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[6,24]","[0,0]","[0,0]",0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,41.33,0,30,1,70.6,1,6,0,0.262,2
22456,20,A-PP/f0-0,4,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[6,24]","[0,0]","[0,0]",0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,48.36,0,30,1,70.6,1,6,0,0.329,2
22457,20,A-PP/f0-0,5,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[6,24]","[0,0]","[0,0]",0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,59.48,0,30,1,70.6,1,6,0,0.588,2
22458,20,A-PP/f0-0,6,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[6,24]","[0,0]","[0,0]",0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,66.37,0,30,1,70.6,1,6,0,0.81,2
22459,20,A-PP/f0-0,7,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[6,24]","[0,0]","[0,0]",0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,68.52,0,30,1,70.6,1,6,0,1.108,2
22460,20,A-PP/f0-0,8,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[6,24]","[0,0]","[0,0]",0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,66.32,0,30,1,70.6,1,6,0,1.217,2
22461,20,A-PP/f0-0,9,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[6,24]","[0,0]","[0,0]",0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,65.1,0,30,1,70.6,1,6,0,1.323,2
22462,20,A-PPhs/f1-5,1,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[7,23]","[0,0]","[0,0]",0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,34.69,0,30,1,70.6,1,7,0,0.04,2
22463,20,A-PPhs/f1-5,2,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[7,23]","[0,0]","[0,0]",0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,41.47,0,30,1,70.6,1,7,0,0.132,2
22464,20,A-PPhs/f1-5,3,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[7,23]","[0,0]","[0,0]",0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,48.12,0,30,1,70.6,1,7,0,0.239,2
22465,20,A-PPhs/f1-5,4,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[7,23]","[0,0]","[0,0]",0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,55.15,0,30,1,70.6,1,7,0,0.31,2
22466,20,A-PPhs/f1-5,5,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[7,23]","[0,0]","[0,0]",0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,61.79,0,30,1,70.6,1,7,0,0.568,2
22467,20,A-PPhs/f1-5,6,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[7,23]","[0,0]","[0,0]",0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,74.34,0,30,1,70.6,1,7,0,1.109,2
22468,20,A-PPhs/f1-5,7,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[7,23]","[0,0]","[0,0]",0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,68.85,0,30,1,70.6,1,7,0,1.406,2
22469,20,A-PPhs/f1-5,8,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[7,23]","[0,0]","[0,0]",0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,61.78,0,30,1,70.6,1,7,0,1.62,2
22470,20,A-PPhs/f1-5,9,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200,2000,500,500,240,105,"[0,3]","[7,23]","[0,0]","[0,0]",0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0,2,0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0,0,C,1,0,0,0,0,1,[2],[7],[38.48],[155.5],[33.5],0,3,0,2,2,3,0,1,0,54.98,0,30,1,70.6,1,7,0,1.728,2
22471,21,B1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,29.175,0,48,1,0,0,0,0,1,1
22472,21,B1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,48,1,0,0,0,0,2,1
22473,21,B1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,48,1,0,0,0,0,5,1
22474,21,B1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,48,1,0,0,0,0,6,1
22475,21,B1-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,48,1,0,0,0,0,6,1
22476,21,B1-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,48,1,0,0,0,0,6,1
22477,21,B1-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,48,1,0,0,0,0,6,1
22478,21,B1-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,48,1,0,0,0,0,6,1
22479,21,B1-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,48,1,0,0,0,0,7,1
22480,21,B1-a,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,48,1,0,0,0,0,7,1
22481,21,B1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,29.175,0,48,1,0,0,0,0,0.08,2
22482,21,B1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,48,1,0,0,0,0,0.09,2
22483,21,B1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,48,1,0,0,0,0,0.102,2
22484,21,B1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,48,1,0,0,0,0,0.128,2
22485,21,B1-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,48,1,0,0,0,0,0.176,2
22486,21,B1-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,48,1,0,0,0,0,0.2,2
22487,21,B1-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,48,1,0,0,0,0,0.208,2
22488,21,B1-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,48,1,0,0,0,0,0.232,2
22489,21,B1-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,48,1,0,0,0,0,0.213,2
22490,21,B1-a,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,48,1,0,0,0,0,0.228,2
22491,21,B1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,29.175,0,48,1,0,0,0,0,0.08,4
22492,21,B1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,48,1,0,0,0,0,0.1,4
22493,21,B1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,48,1,0,0,0,0,0.15,4
22494,21,B1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,48,1,0,0,0,0,0.2,4
22495,21,B1-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,48,1,0,0,0,0,0.25,4
22496,21,B1-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,48,1,0,0,0,0,0.28,4
22497,21,B1-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,48,1,0,0,0,0,0.28,4
22498,21,B1-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,48,1,0,0,0,0,0.3,4
22499,21,B1-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,48,1,0,0,0,0,0.33,4
22500,21,B1-a,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,48,1,0,0,0,0,0.33,4
22501,21,B1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,53,1,0,0,0,0,2,1
22502,21,B1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,53,1,0,0,0,0,5,1
22503,21,B1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,53,1,0,0,0,0,5,1
22504,21,B1-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,53,1,0,0,0,0,5,1
22505,21,B1-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,53,1,0,0,0,0,5,1
22506,21,B1-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,53,1,0,0,0,0,6,1
22507,21,B1-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,53,1,0,0,0,0,6,1
22508,21,B1-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,53,1,0,0,0,0,6,1
22509,21,B1-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,53,1,0,0,0,0,6,1
22510,21,B1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,53,1,0,0,0,0,0.065,2
22511,21,B1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,53,1,0,0,0,0,0.082,2
22512,21,B1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,53,1,0,0,0,0,0.118,2
22513,21,B1-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,53,1,0,0,0,0,0.138,2
22514,21,B1-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,53,1,0,0,0,0,0.168,2
22515,21,B1-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,53,1,0,0,0,0,0.185,2
22516,21,B1-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,53,1,0,0,0,0,0.223,2
22517,21,B1-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,53,1,0,0,0,0,0.25,2
22518,21,B1-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,53,1,0,0,0,0,0.283,2
22519,21,B1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,53,1,0,0,0,0,0.08,4
22520,21,B1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,53,1,0,0,0,0,0.13,4
22521,21,B1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,53,1,0,0,0,0,0.15,4
22522,21,B1-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,53,1,0,0,0,0,0.18,4
22523,21,B1-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,53,1,0,0,0,0,0.2,4
22524,21,B1-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,53,1,0,0,0,0,0.25,4
22525,21,B1-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,53,1,0,0,0,0,0.3,4
22526,21,B1-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,53,1,0,0,0,0,0.33,4
22527,21,B1-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,348,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,53,1,0,0,0,0,0.38,4
22528,21,B2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,42,1,0,0,0,0,5,1
22529,21,B2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,42,1,0,0,0,0,5,1
22530,21,B2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,42,1,0,0,0,0,5,1
22531,21,B2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,42,1,0,0,0,0,6,1
22532,21,B2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,42,1,0,0,0,0,7,1
22533,21,B2-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,42,1,0,0,0,0,7,1
22534,21,B2-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,42,1,0,0,0,0,7,1
22535,21,B2-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,42,1,0,0,0,0,7,1
22536,21,B2-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,42,1,0,0,0,0,7,1
22537,21,B2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,42,1,0,0,0,0,0.068,2
22538,21,B2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,42,1,0,0,0,0,0.102,2
22539,21,B2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,42,1,0,0,0,0,0.122,2
22540,21,B2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,42,1,0,0,0,0,0.143,2
22541,21,B2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,42,1,0,0,0,0,0.151,2
22542,21,B2-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,42,1,0,0,0,0,0.164,2
22543,21,B2-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,42,1,0,0,0,0,0.187,2
22544,21,B2-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,42,1,0,0,0,0,0.209,2
22545,21,B2-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,42,1,0,0,0,0,0.213,2
22546,21,B2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,42,1,0,0,0,0,0.08,4
22547,21,B2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,42,1,0,0,0,0,0.13,4
22548,21,B2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,42,1,0,0,0,0,0.15,4
22549,21,B2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,42,1,0,0,0,0,0.18,4
22550,21,B2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,42,1,0,0,0,0,0.2,4
22551,21,B2-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,42,1,0,0,0,0,0.23,4
22552,21,B2-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,42,1,0,0,0,0,0.25,4
22553,21,B2-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,42,1,0,0,0,0,0.3,4
22554,21,B2-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,42,1,0,0,0,0,0.3,4
22555,21,B2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,29.175,0,45,1,0,0,0,0,1,1
22556,21,B2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,45,1,0,0,0,0,6,1
22557,21,B2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,45,1,0,0,0,0,6,1
22558,21,B2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,45,1,0,0,0,0,6,1
22559,21,B2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,45,1,0,0,0,0,6,1
22560,21,B2-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,45,1,0,0,0,0,6,1
22561,21,B2-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,45,1,0,0,0,0,7,1
22562,21,B2-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,45,1,0,0,0,0,7,1
22563,21,B2-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,45,1,0,0,0,0,7,1
22564,21,B2-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,45,1,0,0,0,0,7,1
22565,21,B2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,29.175,0,45,1,0,0,0,0,0.08,2
22566,21,B2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,45,1,0,0,0,0,0.082,2
22567,21,B2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,45,1,0,0,0,0,0.118,2
22568,21,B2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,45,1,0,0,0,0,0.135,2
22569,21,B2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,45,1,0,0,0,0,0.158,2
22570,21,B2-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,45,1,0,0,0,0,0.19,2
22571,21,B2-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,45,1,0,0,0,0,0.191,2
22572,21,B2-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,45,1,0,0,0,0,0.217,2
22573,21,B2-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,45,1,0,0,0,0,0.239,2
22574,21,B2-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,45,1,0,0,0,0,0.267,2
22575,21,B2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,29.175,0,45,1,0,0,0,0,0.08,4
22576,21,B2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,45,1,0,0,0,0,0.1,4
22577,21,B2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,40.845,0,45,1,0,0,0,0,0.15,4
22578,21,B2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,45,1,0,0,0,0,0.18,4
22579,21,B2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,45,1,0,0,0,0,0.18,4
22580,21,B2-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,45,1,0,0,0,0,0.25,4
22581,21,B2-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,45,1,0,0,0,0,0.28,4
22582,21,B2-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,45,1,0,0,0,0,0.33,4
22583,21,B2-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,45,1,0,0,0,0,0.38,4
22584,21,B2-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[2],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,45,1,0,0,0,0,0.43,4
22585,21,B3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,54,1,0,0,0,0,9,1
22586,21,B3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,54,1,0,0,0,0,9,1
22587,21,B3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,54,1,0,0,0,0,10,1
22588,21,B3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,54,1,0,0,0,0,10,1
22589,21,B3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,54,1,0,0,0,0,10,1
22590,21,B3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,54,1,0,0,0,0,10,1
22591,21,B3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,87.525,0,54,1,0,0,0,0,11,1
22592,21,B3-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,93.36,0,54,1,0,0,0,0,11,1
22593,21,B3-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,99.195,0,54,1,0,0,0,0,11,1
22594,21,B3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,54,1,0,0,0,0,0.054,2
22595,21,B3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,54,1,0,0,0,0,0.063,2
22596,21,B3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,54,1,0,0,0,0,0.07,2
22597,21,B3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,54,1,0,0,0,0,0.088,2
22598,21,B3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,54,1,0,0,0,0,0.094,2
22599,21,B3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,54,1,0,0,0,0,0.109,2
22600,21,B3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,87.525,0,54,1,0,0,0,0,0.115,2
22601,21,B3-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,93.36,0,54,1,0,0,0,0,0.12,2
22602,21,B3-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,99.195,0,54,1,0,0,0,0,0.125,2
22603,21,B3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,54,1,0,0,0,0,0.08,4
22604,21,B3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,54,1,0,0,0,0,0.08,4
22605,21,B3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,54,1,0,0,0,0,0.1,4
22606,21,B3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,54,1,0,0,0,0,0.13,4
22607,21,B3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,54,1,0,0,0,0,0.15,4
22608,21,B3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,54,1,0,0,0,0,0.18,4
22609,21,B3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,87.525,0,54,1,0,0,0,0,0.18,4
22610,21,B3-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,93.36,0,54,1,0,0,0,0,0.2,4
22611,21,B3-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,99.195,0,54,1,0,0,0,0,0.2,4
22612,21,B3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,55,1,0,0,0,0,1,1
22613,21,B3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,55,1,0,0,0,0,5,1
22614,21,B3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,55,1,0,0,0,0,5,1
22615,21,B3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,55,1,0,0,0,0,8,1
22616,21,B3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,55,1,0,0,0,0,9,1
22617,21,B3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,55,1,0,0,0,0,9,1
22618,21,B3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,55,1,0,0,0,0,9,1
22619,21,B3-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,55,1,0,0,0,0,11,1
22620,21,B3-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,87.525,0,55,1,0,0,0,0,11,1
22621,21,B3-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,93.36,0,55,1,0,0,0,0,11,1
22622,21,B3-b,11,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,99.195,0,55,1,0,0,0,0,12,1
22623,21,B3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,55,1,0,0,0,0,0.03,2
22624,21,B3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,55,1,0,0,0,0,0.05,2
22625,21,B3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,55,1,0,0,0,0,0.062,2
22626,21,B3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,55,1,0,0,0,0,0.069,2
22627,21,B3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,55,1,0,0,0,0,0.069,2
22628,21,B3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,55,1,0,0,0,0,0.081,2
22629,21,B3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,55,1,0,0,0,0,0.086,2
22630,21,B3-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,55,1,0,0,0,0,0.085,2
22631,21,B3-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,87.525,0,55,1,0,0,0,0,0.098,2
22632,21,B3-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,93.36,0,55,1,0,0,0,0,0.098,2
22633,21,B3-b,11,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,99.195,0,55,1,0,0,0,0,0.112,2
22634,21,B3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,35.01,0,55,1,0,0,0,0,0.03,4
22635,21,B3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,46.68,0,55,1,0,0,0,0,0.05,4
22636,21,B3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,52.515,0,55,1,0,0,0,0,0.08,4
22637,21,B3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,58.35,0,55,1,0,0,0,0,0.1,4
22638,21,B3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,64.185,0,55,1,0,0,0,0,0.1,4
22639,21,B3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,70.02,0,55,1,0,0,0,0,0.13,4
22640,21,B3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,75.855,0,55,1,0,0,0,0,0.13,4
22641,21,B3-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,81.69,0,55,1,0,0,0,0,0.15,4
22642,21,B3-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,87.525,0,55,1,0,0,0,0,0.18,4
22643,21,B3-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,93.36,0,55,1,0,0,0,0,0.18,4
22644,21,B3-b,11,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,333,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[16],[300],[3],[25],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,99.195,0,55,1,0,0,0,0,0.2,4
22645,21,S1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,5.835,0,56,1,0,0,0,0,2,1
22646,21,S1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,56,1,0,0,0,0,8,1
22647,21,S1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,56,1,0,0,0,0,9,1
22648,21,S1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,56,1,0,0,0,0,10,1
22649,21,S1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,5.835,0,56,1,0,0,0,0,0.108,2
22650,21,S1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,56,1,0,0,0,0,0.115,2
22651,21,S1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,56,1,0,0,0,0,0.144,2
22652,21,S1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,56,1,0,0,0,0,0.197,2
22653,21,S1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,5.835,0,56,1,0,0,0,0,0.2,4
22654,21,S1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,56,1,0,0,0,0,0.13,4
22655,21,S1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,56,1,0,0,0,0,0.2,4
22656,21,S1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,56,1,0,0,0,0,0.25,4
22657,21,S1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,59,1,0,0,0,0,6,1
22658,21,S1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,59,1,0,0,0,0,8,1
22659,21,S1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,59,1,0,0,0,0,9,1
22660,21,S1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,59,1,0,0,0,0,0.24,2
22661,21,S1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,59,1,0,0,0,0,0.09,2
22662,21,S1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,59,1,0,0,0,0,0.144,2
22663,21,S1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,59,1,0,0,0,0,0.33,4
22664,21,S1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,59,1,0,0,0,0,0.13,4
22665,21,S1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[2],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,59,1,0,0,0,0,0.23,4
22666,21,S2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,60,1,0,0,0,0,6,1
22667,21,S2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,60,1,0,0,0,0,8,1
22668,21,S2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,60,1,0,0,0,0,8,1
22669,21,S2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,60,1,0,0,0,0,8,1
22670,21,S2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,60,1,0,0,0,0,9,1
22671,21,S2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,60,1,0,0,0,0,0.179,2
22672,21,S2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,60,1,0,0,0,0,0.047,2
22673,21,S2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,60,1,0,0,0,0,0.061,2
22674,21,S2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,60,1,0,0,0,0,0.085,2
22675,21,S2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,60,1,0,0,0,0,0.115,2
22676,21,S2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,60,1,0,0,0,0,0.28,4
22677,21,S2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,60,1,0,0,0,0,0.05,4
22678,21,S2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,60,1,0,0,0,0,0.1,4
22679,21,S2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,60,1,0,0,0,0,0.15,4
22680,21,S2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,60,1,0,0,0,0,0.15,4
22681,21,S2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,61,1,0,0,0,0,7,1
22682,21,S2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,61,1,0,0,0,0,8,1
22683,21,S2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,61,1,0,0,0,0,8,1
22684,21,S2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,61,1,0,0,0,0,9,1
22685,21,S2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,61,1,0,0,0,0,9,1
22686,21,S2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,61,1,0,0,0,0,0.121,2
22687,21,S2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,61,1,0,0,0,0,0.054,2
22688,21,S2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,61,1,0,0,0,0,0.088,2
22689,21,S2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,61,1,0,0,0,0,0.115,2
22690,21,S2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,61,1,0,0,0,0,0.147,2
22691,21,S2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,61,1,0,0,0,0,0.18,4
22692,21,S2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,61,1,0,0,0,0,0.08,4
22693,21,S2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,61,1,0,0,0,0,0.13,4
22694,21,S2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,61,1,0,0,0,0,0.18,4
22695,21,S2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[3],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,61,1,0,0,0,0,0.23,4
22696,21,S3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,62,1,0,0,0,0,6,1
22697,21,S3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,62,1,0,0,0,0,8,1
22698,21,S3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,62,1,0,0,0,0,11,1
22699,21,S3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,62,1,0,0,0,0,13,1
22700,21,S3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,62,1,0,0,0,0,13,1
22701,21,S3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,26.841,0,62,1,0,0,0,0,14,1
22702,21,S3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,30.342,0,62,1,0,0,0,0,14,1
22703,21,S3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,62,1,0,0,0,0,0.177,2
22704,21,S3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,62,1,0,0,0,0,0.047,2
22705,21,S3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,62,1,0,0,0,0,0.051,2
22706,21,S3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,62,1,0,0,0,0,0.066,2
22707,21,S3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,62,1,0,0,0,0,0.076,2
22708,21,S3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,26.841,0,62,1,0,0,0,0,0.101,2
22709,21,S3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,30.342,0,62,1,0,0,0,0,0.101,2
22710,21,S3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,62,1,0,0,0,0,0.25,4
22711,21,S3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,62,1,0,0,0,0,0.05,4
22712,21,S3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,62,1,0,0,0,0,0.08,4
22713,21,S3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,62,1,0,0,0,0,0.1,4
22714,21,S3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,62,1,0,0,0,0,0.13,4
22715,21,S3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,26.841,0,62,1,0,0,0,0,0.15,4
22716,21,S3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,30.342,0,62,1,0,0,0,0,0.15,4
22717,21,S3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,63,1,0,0,0,0,6,1
22718,21,S3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,63,1,0,0,0,0,9,1
22719,21,S3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,63,1,0,0,0,0,10,1
22720,21,S3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,63,1,0,0,0,0,10,1
22721,21,S3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,63,1,0,0,0,0,10,1
22722,21,S3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,26.841,0,63,1,0,0,0,0,10,1
22723,21,S3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,30.342,0,63,1,0,0,0,0,10,1
22724,21,S3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,63,1,0,0,0,0,0.119,2
22725,21,S3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,63,1,0,0,0,0,0.129,2
22726,21,S3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,63,1,0,0,0,0,0.043,2
22727,21,S3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,63,1,0,0,0,0,0.061,2
22728,21,S3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,63,1,0,0,0,0,0.076,2
22729,21,S3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,26.841,0,63,1,0,0,0,0,0.108,2
22730,21,S3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,30.342,0,63,1,0,0,0,0,0.133,2
22731,21,S3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,9.336,0,63,1,0,0,0,0,0.15,4
22732,21,S3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,12.837,0,63,1,0,0,0,0,0.18,4
22733,21,S3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,16.338,0,63,1,0,0,0,0,0.05,4
22734,21,S3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,19.839,0,63,1,0,0,0,0,0.08,4
22735,21,S3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,23.34,0,63,1,0,0,0,0,0.1,4
22736,21,S3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,26.841,0,63,1,0,0,0,0,0.13,4
22737,21,S3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800,3500,1167,1167,161,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0,2,500,[12],[130],[4],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0,1,0,30.342,0,63,1,0,0,0,0,0.18,4
22738,22,HS_B_15_2_5_6_4,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,400,"[15,15]","[37.5,152.5]","[3,3]","[142.5,142.5]","[15,15]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,267,0,1,0,0,0,0,151,5
22739,22,HS_B_20_2_5_4_8,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[70],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,267,0,1,0,0,0,0,275,5
22740,22,HS_B_20_2_5_4_9,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[70],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,2,2,0,1,0,0,267,0,1,0,0,0,0,255,5
22741,22,HS_B_20_2_5_6_6,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,267,0,1,0,0,0,0,148,5
22742,22,HS_U_15_2_5_6_3,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[90],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,400,"[15,15]","[37.5,152.5]","[3,3]","[142.5,142.5]","[15,15]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,267,0,1,0,0,0,0,152,5
22743,22,HS_U_20_2-5_4_7,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[80],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,267,0,1,0,0,0,0,240,5
22744,22,HS_U_20_2_5_6_5,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,250.5,0,1,0,0,0,0,0.089,2
22745,22,HS_U_20_2_5_6_5,2,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,271.4,0,1,0,0,0,0,0.1,2
22746,22,HS_U_20_2_5_6_5,3,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,300.7,0,1,0,0,0,0,0.122,2
22747,22,HS_U_20_2_5_6_5,4,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,349.9,0,1,0,0,0,0,0.164,2
22748,22,HS_U_20_2_5_6_5,5,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,378.2,0,1,0,0,0,0,0.199,2
22749,22,HS_U_20_2_5_6_5,6,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,399.6,0,1,0,0,0,0,0.216,2
22750,22,HS_U_20_2_5_6_5,7,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,427.4,0,1,0,0,0,0,0.254,2
22751,22,HS_U_20_2_5_6_5,8,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,441,0,1,0,0,0,0,0.298,2
22752,22,HS_U_20_2_5_6_5,8,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,650,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,441,0,1,0,0,0,0,150,5
22753,22,NS_B_15_2_5_6_1,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[35],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,400,"[15,15]","[37.5,152.5]","[3,3]","[142.5,142.5]","[15,15]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,267,0,1,0,0,0,0,151,5
22754,22,NS_B_15_2_5_6_2,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600,600,600,600,190,600,"[3,0]","[21,0]","[0,0]","[0,0]",0,[35],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000,2,400,"[15,15]","[37.5,152.5]","[3,3]","[142.5,142.5]","[15,15]","[150,150]",0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,2,2,0,1,0,0,267,0,1,0,0,0,0,144,5
22755,23,BSTN2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,25.6,0,14,1,0,0,0,0,3,1
22756,23,BSTN2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,36.8,0,14,1,0,0,0,0,6,1
22757,23,BSTN2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,44.8,0,14,1,0,0,0,0,10,1
22758,23,BSTN2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,25.6,0,14,1,0,0,0,0,0.028,2
22759,23,BSTN2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,36.8,0,14,1,0,0,0,0,0.069,2
22760,23,BSTN2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,44.8,0,14,1,0,0,0,0,0.118,2
22761,23,BSTN2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,25.6,0,14,1,0,0,0,0,0.05,4
22762,23,BSTN2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,36.8,0,14,1,0,0,0,0,0.1,4
22763,23,BSTN2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,44.8,0,14,1,0,0,0,0,0.15,4
22764,23,BSTN2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,25.6,0,14,1,0,0,0,0,266,5
22765,23,BSTN2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,36.8,0,14,1,0,0,0,0,205.7,5
22766,23,BSTN2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,44.8,0,14,1,0,0,0,0,154.3,5
22767,23,BSTN2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,25.6,0,14,1,0,0,0,0,289,6
22768,23,BSTN2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,36.8,0,14,1,0,0,0,0,289,6
22769,23,BSTN2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,44.8,0,14,1,0,0,0,0,243,6
22770,23,BSTN3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,26,0,14,1,0,0,0,0,4,1
22771,23,BSTN3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,36,0,14,1,0,0,0,0,9,1
22772,23,BSTN3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,46,0,14,1,0,0,0,0,10,1
22773,23,BSTN3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,60,0,14,1,0,0,0,0,10,1
22774,23,BSTN3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,26,0,14,1,0,0,0,0,0.021,2
22775,23,BSTN3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,36,0,14,1,0,0,0,0,0.038,2
22776,23,BSTN3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,46,0,14,1,0,0,0,0,0.063,2
22777,23,BSTN3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,60,0,14,1,0,0,0,0,0.117,2
22778,23,BSTN3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,26,0,14,1,0,0,0,0,0.033,4
22779,23,BSTN3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,36,0,14,1,0,0,0,0,0.05,4
22780,23,BSTN3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,46,0,14,1,0,0,0,0,0.1,4
22781,23,BSTN3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,60,0,14,1,0,0,0,0,0.15,4
22782,23,BSTN3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,26,0,14,1,0,0,0,0,268,5
22783,23,BSTN3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,36,0,14,1,0,0,0,0,151,5
22784,23,BSTN3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,46,0,14,1,0,0,0,0,120.8,5
22785,23,BSTN3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,60,0,14,1,0,0,0,0,120.8,5
22786,23,BSTN3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,26,0,14,1,0,0,0,0,282,6
22787,23,BSTN3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,36,0,14,1,0,0,0,0,282,6
22788,23,BSTN3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,46,0,14,1,0,0,0,0,153,6
22789,23,BSTN3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,[4],[14],[0],[0],2,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,60,0,14,1,0,0,0,0,153,6
22790,23,BSTS2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,20,0,60,1,0,0,0,0,4,1
22791,23,BSTS2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,30,0,60,1,0,0,0,0,6,1
22792,23,BSTS2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,40,0,60,1,0,0,0,0,6,1
22793,23,BSTS2-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,48,0,60,1,0,0,0,0,9,1
22794,23,BSTS2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,20,0,60,1,0,0,0,0,0.034,2
22795,23,BSTS2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,30,0,60,1,0,0,0,0,0.068,2
22796,23,BSTS2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,40,0,60,1,0,0,0,0,0.103,2
22797,23,BSTS2-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,48,0,60,1,0,0,0,0,0.102,2
22798,23,BSTS2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,20,0,60,1,0,0,0,0,0.05,4
22799,23,BSTS2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,30,0,60,1,0,0,0,0,0.1,4
22800,23,BSTS2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,40,0,60,1,0,0,0,0,0.125,4
22801,23,BSTS2-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,48,0,60,1,0,0,0,0,0.15,4
22802,23,BSTS2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,20,0,60,1,0,0,0,0,220.7,5
22803,23,BSTS2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,30,0,60,1,0,0,0,0,165.5,5
22804,23,BSTS2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,40,0,60,1,0,0,0,0,165.5,5
22805,23,BSTS2-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,48,0,60,1,0,0,0,0,132.4,5
22806,23,BSTS2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,20,0,60,1,0,0,0,0,330,6
22807,23,BSTS2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,30,0,60,1,0,0,0,0,215,6
22808,23,BSTS2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,40,0,60,1,0,0,0,0,215,6
22809,23,BSTS2-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[2],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,48,0,60,1,0,0,0,0,140,6
22810,23,BSTS3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,30,0,60,1,0,0,0,0,4,1
22811,23,BSTS3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,40,0,60,1,0,0,0,0,7,1
22812,23,BSTS3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,48,0,60,1,0,0,0,0,7,1
22813,23,BSTS3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,60,0,60,1,0,0,0,0,7,1
22814,23,BSTS3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,30,0,60,1,0,0,0,0,0.025,2
22815,23,BSTS3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,40,0,60,1,0,0,0,0,0.058,2
22816,23,BSTS3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,48,0,60,1,0,0,0,0,0.085,2
22817,23,BSTS3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,60,0,60,1,0,0,0,0,0.14,2
22818,23,BSTS3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,30,0,60,1,0,0,0,0,0.0375,4
22819,23,BSTS3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,40,0,60,1,0,0,0,0,0.075,4
22820,23,BSTS3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,48,0,60,1,0,0,0,0,0.125,4
22821,23,BSTS3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,60,0,60,1,0,0,0,0,0.175,4
22822,23,BSTS3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,30,0,60,1,0,0,0,0,177.7,5
22823,23,BSTS3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,40,0,60,1,0,0,0,0,133.3,5
22824,23,BSTS3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,48,0,60,1,0,0,0,0,133.3,5
22825,23,BSTS3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,60,0,60,1,0,0,0,0,133.3,5
22826,23,BSTS3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,30,0,60,1,0,0,0,0,192,6
22827,23,BSTS3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,40,0,60,1,0,0,0,0,168,6
22828,23,BSTS3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,48,0,60,1,0,0,0,0,168,6
22829,23,BSTS3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,400,200,"[4,6]","[14,46]","[0,0]","[0,0]",2,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[342],[3],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,220,1,0,60,0,60,1,0,0,0,0,168,6
22830,23,LTN12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,40,0,0,28,4,0,0,0,0,5,1
22831,23,LTN12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,40,0,0,28,51,0,0,0,0,5,1
22832,23,LTN12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,40,0,0,28,4,0,0,0,0,0.24,2
22833,23,LTN12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,40,0,0,28,51,0,0,0,0,0.335,2
22834,23,LTN12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,40,0,0,28,4,0,0,0,0,0.375,4
22835,23,LTN12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,40,0,0,28,51,0,0,0,0,0.675,4
22836,23,LTN12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,40,0,0,28,4,0,0,0,0,275,5
22837,23,LTN12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,40,0,0,28,51,0,0,0,0,275,5
22838,23,LTN12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,40,0,0,28,4,0,0,0,0,295,6
22839,23,LTN12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,40,0,0,28,51,0,0,0,0,295,6
22840,23,LTN12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,20,0,0,28,4,0,0,0,0,1,1
22841,23,LTN12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,20,0,0,28,51,0,0,0,0,4,1
22842,23,LTN12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,20,0,0,28,4,0,0,0,0,0.24,2
22843,23,LTN12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,20,0,0,28,51,0,0,0,0,0.15,2
22844,23,LTN12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,20,0,0,28,4,0,0,0,0,0.24,4
22845,23,LTN12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,20,0,0,28,51,0,0,0,0,0.335,4
22846,23,LTN12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,20,0,0,28,51,0,0,0,0,366.7,5
22847,23,LTN12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,310,1,20,0,0,28,51,0,0,0,0,265,6
22848,23,LTN12C,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,40,0,0,28,4,0,0,0,0,5,1
22849,23,LTN12C,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,40,0,0,28,51,0,0,0,0,5,1
22850,23,LTN12C,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,40,0,0,28,4,0,0,0,0,0.285,2
22851,23,LTN12C,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,40,0,0,28,51,0,0,0,0,0.345,2
22852,23,LTN12C,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,40,0,0,28,4,0,0,0,0,0.475,4
22853,23,LTN12C,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,40,0,0,28,51,0,0,0,0,0.55,4
22854,23,LTN12C,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,40,0,0,28,4,0,0,0,0,275,5
22855,23,LTN12C,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,40,0,0,28,51,0,0,0,0,275,5
22856,23,LTN12C,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,40,0,0,28,4,0,0,0,0,290,6
22857,23,LTN12C,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,40,0,0,28,51,0,0,0,0,290,6
22858,23,LTN12D,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,20,0,0,28,4,0,0,0,0,1,1
22859,23,LTN12D,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,20,0,0,28,4,0,0,0,0,0.15,2
22860,23,LTN12D,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[28],[0],[0],2,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,356,1,20,0,0,28,4,0,0,0,0,0.15,4
22861,23,SLTN4-12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,17.9,0,15,1,0,0,0,0,9,1
22862,23,SLTN4-12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,17.9,0,15,70,0,0,0,0,10,1
22863,23,SLTN4-12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,17.9,0,15,1,0,0,0,0,0.126,2
22864,23,SLTN4-12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,17.9,0,15,70,0,0,0,0,0.178,2
22865,23,SLTN4-12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,17.9,0,15,1,0,0,0,0,0.175,4
22866,23,SLTN4-12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,17.9,0,15,70,0,0,0,0,0.3,4
22867,23,SLTN4-12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,17.9,0,15,1,0,0,0,0,160,5
22868,23,SLTN4-12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,17.9,0,15,70,0,0,0,0,133.3,5
22869,23,SLTN4-12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,13.9,0,15,1,0,0,0,0,6,1
22870,23,SLTN4-12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,13.9,0,15,70,0,0,0,0,9,1
22871,23,SLTN4-12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,13.9,0,15,1,0,0,0,0,0.112,2
22872,23,SLTN4-12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,13.9,0,15,70,0,0,0,0,0.158,2
22873,23,SLTN4-12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,13.9,0,15,1,0,0,0,0,0.125,4
22874,23,SLTN4-12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,13.9,0,15,70,0,0,0,0,0.225,4
22875,23,SLTN4-12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,13.9,0,15,1,0,0,0,0,266.7,5
22876,23,SLTN4-12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,13.9,0,15,70,0,0,0,0,160,5
22877,23,SSTN4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,12,0,14,1,0,0,0,0,6,1
22878,23,SSTN4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,16,0,14,1,0,0,0,0,12,1
22879,23,SSTN4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,20,0,14,1,0,0,0,0,12,1
22880,23,SSTN4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,12,0,14,1,0,0,0,0,0.08,2
22881,23,SSTN4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,16,0,14,1,0,0,0,0,0.136,2
22882,23,SSTN4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,20,0,14,1,0,0,0,0,0.2,2
22883,23,SSTN4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,12,0,14,1,0,0,0,0,0.075,4
22884,23,SSTN4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,16,0,14,1,0,0,0,0,0.175,4
22885,23,SSTN4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,20,0,14,1,0,0,0,0,0.25,4
22886,23,SSTN4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,12,0,14,1,0,0,0,0,146,5
22887,23,SSTN4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,16,0,14,1,0,0,0,0,121.7,5
22888,23,SSTN4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,20,0,14,1,0,0,0,0,122,5
22889,23,SSTN4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,12,0,14,1,0,0,0,0,242,6
22890,23,SSTN4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,16,0,14,1,0,0,0,0,157,6
22891,23,SSTN4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],[14],[0],[0],2,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[50],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,0,1,0,20,0,14,1,0,0,0,0,157,6
22892,23,SSTS4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,12,0,50,1,0,0,0,0,8,1
22893,23,SSTS4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,16,0,50,1,0,0,0,0,8,1
22894,23,SSTS4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,20,0,50,1,0,0,0,0,8,1
22895,23,SSTS4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,12,0,50,1,0,0,0,0,0.096,2
22896,23,SSTS4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,16,0,50,1,0,0,0,0,0.133,2
22897,23,SSTS4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,20,0,50,1,0,0,0,0,0.229,2
22898,23,SSTS4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,12,0,50,1,0,0,0,0,0.125,4
22899,23,SSTS4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,16,0,50,1,0,0,0,0,0.175,4
22900,23,SSTS4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,20,0,50,1,0,0,0,0,0.275,4
22901,23,SSTS4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,12,0,50,1,0,0,0,0,138.6,5
22902,23,SSTS4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,16,0,50,1,0,0,0,0,138.6,5
22903,23,SSTS4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,20,0,50,1,0,0,0,0,138.6,5
22904,23,SSTS4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,12,0,50,1,0,0,0,0,162,6
22905,23,SSTS4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,16,0,50,1,0,0,0,0,162,6
22906,23,SSTS4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650,2400,800,800,140,800,[4],"[14,45]","[0,0]","[0,0]",2,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[114],[4],[94],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,0,2,2,3,320,1,0,20,0,50,1,0,0,0,0,162,6
22907,23,STN12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,158,32,1,0,0,0,0,1,1
22908,23,STN12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,154,32,1,0,0,0,0,2,1
22909,23,STN12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,173,32,1,0,0,0,0,3,1
22910,23,STN12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,212,32,1,0,0,0,0,4,1
22911,23,STN12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,338,32,1,0,0,0,0,5,1
22912,23,STN12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,354,32,1,0,0,0,0,5,1
22913,23,STN12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,442,32,1,0,0,0,0,5,1
22914,23,STN12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,158,32,1,0,0,0,0,0.075,2
22915,23,STN12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,154,32,1,0,0,0,0,0.063,2
22916,23,STN12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,173,32,1,0,0,0,0,0.092,2
22917,23,STN12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,212,32,1,0,0,0,0,0.125,2
22918,23,STN12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,338,32,1,0,0,0,0,0.15,2
22919,23,STN12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,354,32,1,0,0,0,0,0.185,2
22920,23,STN12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,442,32,1,0,0,0,0,0.2,2
22921,23,STN12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,158,32,1,0,0,0,0,0.075,4
22922,23,STN12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,154,32,1,0,0,0,0,0.075,4
22923,23,STN12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,173,32,1,0,0,0,0,0.125,4
22924,23,STN12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,212,32,1,0,0,0,0,0.25,4
22925,23,STN12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,338,32,1,0,0,0,0,0.3,4
22926,23,STN12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,354,32,1,0,0,0,0,0.3,4
22927,23,STN12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,442,32,1,0,0,0,0,0.375,4
22928,23,STN12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,154,32,1,0,0,0,0,1100,5
22929,23,STN12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,173,32,1,0,0,0,0,550,5
22930,23,STN12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,212,32,1,0,0,0,0,366.7,5
22931,23,STN12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,338,32,1,0,0,0,0,275,5
22932,23,STN12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,354,32,1,0,0,0,0,275,5
22933,23,STN12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,442,32,1,0,0,0,0,275,5
22934,23,STN12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,338,32,1,0,0,0,0,320,6
22935,23,STN12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,354,32,1,0,0,0,0,320,6
22936,23,STN12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,442,32,1,0,0,0,0,320,6
22937,23,STN16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,104,32,1,0,0,0,0,1,1
22938,23,STN16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,113,32,1,0,0,0,0,2,1
22939,23,STN16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,114,32,1,0,0,0,0,3,1
22940,23,STN16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,196,32,1,0,0,0,0,4,1
22941,23,STN16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,299,32,1,0,0,0,0,5,1
22942,23,STN16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,373,32,1,0,0,0,0,5,1
22943,23,STN16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,447,32,1,0,0,0,0,5,1
22944,23,STN16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,522,32,1,0,0,0,0,5,1
22945,23,STN16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,104,32,1,0,0,0,0,0.013,2
22946,23,STN16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,113,32,1,0,0,0,0,0.038,2
22947,23,STN16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,114,32,1,0,0,0,0,0.058,2
22948,23,STN16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,196,32,1,0,0,0,0,0.131,2
22949,23,STN16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,299,32,1,0,0,0,0,0.16,2
22950,23,STN16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,373,32,1,0,0,0,0,0.215,2
22951,23,STN16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,447,32,1,0,0,0,0,0.245,2
22952,23,STN16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,522,32,1,0,0,0,0,0.3,2
22953,23,STN16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,104,32,1,0,0,0,0,0.013,4
22954,23,STN16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,113,32,1,0,0,0,0,0.05,4
22955,23,STN16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,114,32,1,0,0,0,0,0.075,4
22956,23,STN16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,196,32,1,0,0,0,0,0.25,4
22957,23,STN16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,299,32,1,0,0,0,0,0.325,4
22958,23,STN16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,373,32,1,0,0,0,0,0.325,4
22959,23,STN16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,447,32,1,0,0,0,0,0.375,4
22960,23,STN16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,522,32,1,0,0,0,0,0.5,4
22961,23,STN16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,113,32,1,0,0,0,0,1100,5
22962,23,STN16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,114,32,1,0,0,0,0,550,5
22963,23,STN16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,196,32,1,0,0,0,0,366.7,5
22964,23,STN16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,299,32,1,0,0,0,0,275,5
22965,23,STN16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,373,32,1,0,0,0,0,275,5
22966,23,STN16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,447,32,1,0,0,0,0,275,5
22967,23,STN16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,522,32,1,0,0,0,0,275,5
22968,23,STN16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,299,32,1,0,0,0,0,240,6
22969,23,STN16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,373,32,1,0,0,0,0,240,6
22970,23,STN16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,447,32,1,0,0,0,0,240,6
22971,23,STN16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,[3],[32],[0],[0],2,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,28,1,0,0,522,32,1,0,0,0,0,240,6
22972,23,STS12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,98,57,1,0,0,0,0,1,1
22973,23,STS12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,118,57,1,0,0,0,0,2,1
22974,23,STS12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,132,57,1,0,0,0,0,3,1
22975,23,STS12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,141,57,1,0,0,0,0,4,1
22976,23,STS12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,265,57,1,0,0,0,0,5,1
22977,23,STS12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,354,57,1,0,0,0,0,5,1
22978,23,STS12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,442,57,1,0,0,0,0,5,1
22979,23,STS12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,98,57,1,0,0,0,0,0.025,2
22980,23,STS12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,118,57,1,0,0,0,0,0.063,2
22981,23,STS12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,132,57,1,0,0,0,0,0.15,2
22982,23,STS12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,141,57,1,0,0,0,0,0.175,2
22983,23,STS12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,265,57,1,0,0,0,0,0.195,2
22984,23,STS12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,354,57,1,0,0,0,0,0.34,2
22985,23,STS12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,442,57,1,0,0,0,0,0.385,2
22986,23,STS12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,98,57,1,0,0,0,0,0.025,4
22987,23,STS12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,118,57,1,0,0,0,0,0.075,4
22988,23,STS12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,132,57,1,0,0,0,0,0.2,4
22989,23,STS12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,141,57,1,0,0,0,0,0.25,4
22990,23,STS12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,265,57,1,0,0,0,0,0.35,4
22991,23,STS12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,354,57,1,0,0,0,0,0.5,4
22992,23,STS12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,442,57,1,0,0,0,0,0.525,4
22993,23,STS12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,118,57,1,0,0,0,0,1100,5
22994,23,STS12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,132,57,1,0,0,0,0,550,5
22995,23,STS12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,141,57,1,0,0,0,0,366.7,5
22996,23,STS12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,265,57,1,0,0,0,0,275,5
22997,23,STS12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,354,57,1,0,0,0,0,275,5
22998,23,STS12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,442,57,1,0,0,0,0,275,5
22999,23,STS12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,265,57,1,0,0,0,0,245,6
23000,23,STS12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,354,57,1,0,0,0,0,245,6
23001,23,STS12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000,2,500,[12],[50],[1],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,442,57,1,0,0,0,0,245,6
23002,23,STS16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,55,57,1,0,0,0,0,1,1
23003,23,STS16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,63,57,1,0,0,0,0,2,1
23004,23,STS16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,65,57,1,0,0,0,0,3,1
23005,23,STS16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,78,57,1,0,0,0,0,4,1
23006,23,STS16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,82,57,1,0,0,0,0,5,1
23007,23,STS16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,136,57,1,0,0,0,0,6,1
23008,23,STS16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,249,57,1,0,0,0,0,6,1
23009,23,STS16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,373,57,1,0,0,0,0,6,1
23010,23,STS16,9,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,448,57,1,0,0,0,0,6,1
23011,23,STS16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,55,57,1,0,0,0,0,0.05,2
23012,23,STS16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,63,57,1,0,0,0,0,0.038,2
23013,23,STS16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,65,57,1,0,0,0,0,0.058,2
23014,23,STS16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,78,57,1,0,0,0,0,0.056,2
23015,23,STS16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,82,57,1,0,0,0,0,0.125,2
23016,23,STS16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,136,57,1,0,0,0,0,0.121,2
23017,23,STS16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,249,57,1,0,0,0,0,0.167,2
23018,23,STS16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,373,57,1,0,0,0,0,0.246,2
23019,23,STS16,9,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,448,57,1,0,0,0,0,0.288,2
23020,23,STS16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,55,57,1,0,0,0,0,0.05,4
23021,23,STS16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,63,57,1,0,0,0,0,0.05,4
23022,23,STS16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,65,57,1,0,0,0,0,0.075,4
23023,23,STS16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,78,57,1,0,0,0,0,0.075,4
23024,23,STS16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,82,57,1,0,0,0,0,0.15,4
23025,23,STS16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,136,57,1,0,0,0,0,0.175,4
23026,23,STS16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,249,57,1,0,0,0,0,0.325,4
23027,23,STS16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,373,57,1,0,0,0,0,0.375,4
23028,23,STS16,9,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,448,57,1,0,0,0,0,0.425,4
23029,23,STS16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,63,57,1,0,0,0,0,1100,5
23030,23,STS16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,65,57,1,0,0,0,0,550,5
23031,23,STS16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,78,57,1,0,0,0,0,366.7,5
23032,23,STS16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,82,57,1,0,0,0,0,275,5
23033,23,STS16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,136,57,1,0,0,0,0,220,5
23034,23,STS16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,249,57,1,0,0,0,0,220,5
23035,23,STS16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,373,57,1,0,0,0,0,220,5
23036,23,STS16,9,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,448,57,1,0,0,0,0,220,5
23037,23,STS16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,136,57,1,0,0,0,0,145,6
23038,23,STS16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,249,57,1,0,0,0,0,145,6
23039,23,STS16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,373,57,1,0,0,0,0,145,6
23040,23,STS16,9,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100,1100,600,600,100,100,"[3,6]","[32,25]","[0,0]","[0,0]",2,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000,2,500,[16],[50],[1],[42],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,2,3,249,1,0,0,448,57,1,0,0,0,0,145,6
23041,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,30,0,36,1,0,0,0,0,4,1
23042,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,33.8,0,36,1,0,0,0,0,5,1
23043,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,37.5,0,36,1,0,0,0,0,7,1
23044,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,52.5,0,36,1,0,0,0,0,15,1
23045,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,67.5,0,36,1,0,0,0,0,18,1
23046,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,90,0,36,1,0,0,0,0,22,1
23047,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,112.5,0,36,1,0,0,0,0,22,1
23048,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,120,0,36,1,0,0,0,0,22,1
23049,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,127.5,0,36,1,0,0,0,0,22,1
23050,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,131.3,0,36,1,0,0,0,0,22,1
23051,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,30,0,36,1,0,0,0,0,4,1
23052,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,33.8,0,36,1,0,0,0,0,4,1
23053,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,37.5,0,36,1,0,0,0,0,6,1
23054,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,52.5,0,36,1,0,0,0,0,14,1
23055,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,67.5,0,36,1,0,0,0,0,18,1
23056,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,90,0,36,1,0,0,0,0,22,1
23057,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,112.5,0,36,1,0,0,0,0,22,1
23058,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,120,0,36,1,0,0,0,0,22,1
23059,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,127.5,0,36,1,0,0,0,0,22,1
23060,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,131.3,0,36,1,0,0,0,0,22,1
23061,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,30,0,36,1,0,0,0,0,0.04,2
23062,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,33.8,0,36,1,0,0,0,0,0.049,2
23063,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,37.5,0,36,1,0,0,0,0,0.059,2
23064,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,52.5,0,36,1,0,0,0,0,0.162,2
23065,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,67.5,0,36,1,0,0,0,0,0.254,2
23066,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,90,0,36,1,0,0,0,0,0.344,2
23067,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,112.5,0,36,1,0,0,0,0,0.456,2
23068,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,120,0,36,1,0,0,0,0,0.499,2
23069,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,127.5,0,36,1,0,0,0,0,0.559,2
23070,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,131.3,0,36,1,0,0,0,0,0.597,2
23071,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,30,0,36,1,0,0,0,0,0.046,2
23072,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,33.8,0,36,1,0,0,0,0,0.052,2
23073,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,37.5,0,36,1,0,0,0,0,0.059,2
23074,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,52.5,0,36,1,0,0,0,0,0.164,2
23075,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,67.5,0,36,1,0,0,0,0,0.243,2
23076,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,90,0,36,1,0,0,0,0,0.352,2
23077,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,112.5,0,36,1,0,0,0,0,0.479,2
23078,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,120,0,36,1,0,0,0,0,0.518,2
23079,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,127.5,0,36,1,0,0,0,0,0.587,2
23080,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,131.3,0,36,1,0,0,0,0,0.632,2
23081,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,30,0,36,1,0,0,0,0,0.055,4
23082,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,33.8,0,36,1,0,0,0,0,0.07,4
23083,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,37.5,0,36,1,0,0,0,0,0.101,4
23084,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,52.5,0,36,1,0,0,0,0,0.344,4
23085,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,67.5,0,36,1,0,0,0,0,0.449,4
23086,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,90,0,36,1,0,0,0,0,0.541,4
23087,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,112.5,0,36,1,0,0,0,0,0.689,4
23088,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,120,0,36,1,0,0,0,0,0.743,4
23089,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,127.5,0,36,1,0,0,0,0,0.814,4
23090,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,124,1,0,131.3,0,36,1,0,0,0,0,0.869,4
23091,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,30,0,36,1,0,0,0,0,0.06,4
23092,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,33.8,0,36,1,0,0,0,0,0.077,4
23093,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,37.5,0,36,1,0,0,0,0,0.105,4
23094,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,52.5,0,36,1,0,0,0,0,0.37,4
23095,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,67.5,0,36,1,0,0,0,0,0.41,4
23096,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,90,0,36,1,0,0,0,0,0.582,4
23097,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,112.5,0,36,1,0,0,0,0,0.727,4
23098,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,120,0,36,1,0,0,0,0,0.836,4
23099,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,127.5,0,36,1,0,0,0,0,0.915,4
23100,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,33]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,124,1,0,131.3,0,36,1,0,0,0,0,0.97,4
23101,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,1,1
23102,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,5,1
23103,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,14,1
23104,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,15,1
23105,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,52.5,0,0,1,0,0,0,0,16,1
23106,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,67.5,0,0,1,0,0,0,0,18,1
23107,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,90,0,0,1,0,0,0,0,19,1
23108,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,20,1
23109,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,120,0,0,1,0,0,0,0,20,1
23110,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,127.5,0,0,1,0,0,0,0,21,1
23111,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,1,1
23112,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,5,1
23113,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,14,1
23114,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,15,1
23115,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,52.5,0,0,1,0,0,0,0,16,1
23116,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,67.5,0,0,1,0,0,0,0,18,1
23117,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,90,0,0,1,0,0,0,0,19,1
23118,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,20,1
23119,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,120,0,0,1,0,0,0,0,20,1
23120,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,127.5,0,0,1,0,0,0,0,21,1
23121,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,0.005,2
23122,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.066,2
23123,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.087,2
23124,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.151,2
23125,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,52.5,0,0,1,0,0,0,0,0.205,2
23126,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,67.5,0,0,1,0,0,0,0,0.285,2
23127,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,90,0,0,1,0,0,0,0,0.387,2
23128,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,0.491,2
23129,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,120,0,0,1,0,0,0,0,0.539,2
23130,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,127.5,0,0,1,0,0,0,0,0.575,2
23131,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,0.006,2
23132,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.053,2
23133,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.087,2
23134,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.171,2
23135,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,52.5,0,0,1,0,0,0,0,0.236,2
23136,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,67.5,0,0,1,0,0,0,0,0.325,2
23137,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,90,0,0,1,0,0,0,0,0.458,2
23138,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,0.556,2
23139,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,120,0,0,1,0,0,0,0,0.606,2
23140,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,127.5,0,0,1,0,0,0,0,0.651,2
23141,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,0.005,4
23142,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.107,4
23143,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.218,4
23144,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.281,4
23145,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,52.5,0,0,1,0,0,0,0,0.345,4
23146,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,67.5,0,0,1,0,0,0,0,0.47,4
23147,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,90,0,0,1,0,0,0,0,0.644,4
23148,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,0.795,4
23149,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,120,0,0,1,0,0,0,0,0.859,4
23150,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,127.5,0,0,1,0,0,0,0,0.939,4
23151,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,0.006,4
23152,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.066,4
23153,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.195,4
23154,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.33,4
23155,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,52.5,0,0,1,0,0,0,0,0.416,4
23156,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,67.5,0,0,1,0,0,0,0,0.577,4
23157,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,90,0,0,1,0,0,0,0,0.827,4
23158,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,0.983,4
23159,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,120,0,0,1,0,0,0,0,0.947,4
23160,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,127.5,0,0,1,0,0,0,0,1.138,4
23161,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,11,1
23162,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,11,1
23163,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,52.5,0,0,1,0,0,0,0,11,1
23164,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,67.5,0,0,1,0,0,0,0,11,1
23165,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,90,0,0,1,0,0,0,0,12,1
23166,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,12,1
23167,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,120,0,0,1,0,0,0,0,12,1
23168,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,127.5,0,0,1,0,0,0,0,12,1
23169,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,131.3,0,0,1,0,0,0,0,12,1
23170,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,11,1
23171,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,11,1
23172,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,52.5,0,0,1,0,0,0,0,11,1
23173,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,67.5,0,0,1,0,0,0,0,11,1
23174,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,90,0,0,1,0,0,0,0,12,1
23175,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,12,1
23176,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,120,0,0,1,0,0,0,0,12,1
23177,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,127.5,0,0,1,0,0,0,0,12,1
23178,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,131.3,0,0,1,0,0,0,0,12,1
23179,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.047,2
23180,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.108,2
23181,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,52.5,0,0,1,0,0,0,0,0.289,2
23182,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,67.5,0,0,1,0,0,0,0,0.423,2
23183,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,90,0,0,1,0,0,0,0,0.577,2
23184,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,0.755,2
23185,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,120,0,0,1,0,0,0,0,0.826,2
23186,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,127.5,0,0,1,0,0,0,0,0.883,2
23187,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,131.3,0,0,1,0,0,0,0,0.943,2
23188,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.055,2
23189,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.125,2
23190,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,52.5,0,0,1,0,0,0,0,0.33,2
23191,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,67.5,0,0,1,0,0,0,0,0.487,2
23192,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,90,0,0,1,0,0,0,0,0.665,2
23193,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,0.866,2
23194,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,120,0,0,1,0,0,0,0,0.952,2
23195,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,127.5,0,0,1,0,0,0,0,1.019,2
23196,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,131.3,0,0,1,0,0,0,0,1.075,2
23197,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.073,4
23198,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.164,4
23199,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,52.5,0,0,1,0,0,0,0,0.352,4
23200,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,67.5,0,0,1,0,0,0,0,0.539,4
23201,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,90,0,0,1,0,0,0,0,0.748,4
23202,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,0.952,4
23203,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,120,0,0,1,0,0,0,0,1.022,4
23204,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,127.5,0,0,1,0,0,0,0,1.114,4
23205,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,131.3,0,0,1,0,0,0,0,1.164,4
23206,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.087,4
23207,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.185,4
23208,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,52.5,0,0,1,0,0,0,0,0.374,4
23209,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,67.5,0,0,1,0,0,0,0,0.583,4
23210,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,90,0,0,1,0,0,0,0,0.814,4
23211,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,1.041,4
23212,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,120,0,0,1,0,0,0,0,1.124,4
23213,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,127.5,0,0,1,0,0,0,0,1.227,4
23214,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[412],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,131.3,0,0,1,0,0,0,0,1.291,4
23215,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,30,0,126,1,0,0,0,0,7,1
23216,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,37.5,0,126,1,0,0,0,0,9,1
23217,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,45,0,126,1,0,0,0,0,9,1
23218,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,75,0,126,1,0,0,0,0,13,1
23219,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,30,0,126,1,0,0,0,0,7,1
23220,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,37.5,0,126,1,0,0,0,0,9,1
23221,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,45,0,126,1,0,0,0,0,9,1
23222,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,75,0,126,1,0,0,0,0,13,1
23223,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,30,0,126,1,0,0,0,0,0.086,2
23224,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,37.5,0,126,1,0,0,0,0,0.199,2
23225,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,45,0,126,1,0,0,0,0,0.306,2
23226,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,75,0,126,1,0,0,0,0,0.582,2
23227,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,30,0,126,1,0,0,0,0,0.102,2
23228,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,37.5,0,126,1,0,0,0,0,0.246,2
23229,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,45,0,126,1,0,0,0,0,0.381,2
23230,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,75,0,126,1,0,0,0,0,0.655,2
23231,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,30,0,126,1,0,0,0,0,0.114,4
23232,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,37.5,0,126,1,0,0,0,0,0.285,4
23233,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,45,0,126,1,0,0,0,0,0.408,4
23234,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,100,1,0,75,0,126,1,0,0,0,0,0.868,4
23235,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,30,0,126,1,0,0,0,0,0.137,4
23236,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,37.5,0,126,1,0,0,0,0,0.33,4
23237,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,45,0,126,1,0,0,0,0,0.478,4
23238,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,123]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,100,1,0,75,0,126,1,0,0,0,0,1.15,4
23239,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,2,1
23240,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,6,1
23241,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,9,1
23242,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,9,1
23243,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,12,1
23244,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,105,0,0,1,0,0,0,0,13,1
23245,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,13,1
23246,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,120,0,0,1,0,0,0,0,13,1
23247,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,2,1
23248,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,6,1
23249,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,9,1
23250,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,9,1
23251,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,12,1
23252,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,105,0,0,1,0,0,0,0,13,1
23253,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,13,1
23254,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,120,0,0,1,0,0,0,0,13,1
23255,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,0.061,2
23256,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.081,2
23257,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.213,2
23258,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.306,2
23259,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.576,2
23260,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,105,0,0,1,0,0,0,0,0.823,2
23261,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,0.927,2
23262,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,120,0,0,1,0,0,0,0,0.98,2
23263,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,0.077,2
23264,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.103,2
23265,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.284,2
23266,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.405,2
23267,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,0.776,2
23268,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,105,0,0,1,0,0,0,0,1.149,2
23269,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,1.295,2
23270,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,120,0,0,1,0,0,0,0,1.43,2
23271,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,0.073,4
23272,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.114,4
23273,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.267,4
23274,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.343,4
23275,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.766,4
23276,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,105,0,0,1,0,0,0,0,1.162,4
23277,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,1.328,4
23278,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,120,0,0,1,0,0,0,0,1.445,4
23279,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,0.1,4
23280,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.158,4
23281,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.36,4
23282,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.451,4
23283,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,1.007,4
23284,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,105,0,0,1,0,0,0,0,1.563,4
23285,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,1.781,4
23286,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,120,0,0,1,0,0,0,0,1.947,4
23287,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,6,1
23288,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,8,1
23289,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,9,1
23290,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,10,1
23291,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,105,0,0,1,0,0,0,0,13,1
23292,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,13,1
23293,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,5,1
23294,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,8,1
23295,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,9,1
23296,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,10,1
23297,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,105,0,0,1,0,0,0,0,13,1
23298,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,13,1
23299,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.113,2
23300,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.276,2
23301,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.375,2
23302,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.718,2
23303,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,105,0,0,1,0,0,0,0,0.889,2
23304,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,0.985,2
23305,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.168,2
23306,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.354,2
23307,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.464,2
23308,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,0.895,2
23309,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,105,0,0,1,0,0,0,0,1.165,2
23310,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,1.292,2
23311,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.216,4
23312,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.389,4
23313,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.482,4
23314,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.884,4
23315,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,105,0,0,1,0,0,0,0,1.172,4
23316,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,112.5,0,0,1,0,0,0,0,1.253,4
23317,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.29,4
23318,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.5,4
23319,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.642,4
23320,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,1.169,4
23321,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,105,0,0,1,0,0,0,0,1.595,4
23322,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[12],[362],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,112.5,0,0,1,0,0,0,0,1.727,4
23323,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,22.5,0,47,1,0,0,0,0,1,1
23324,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,26.3,0,47,1,0,0,0,0,1,1
23325,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,30,0,47,1,0,0,0,0,2,1
23326,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,33.8,0,47,1,0,0,0,0,2,1
23327,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,37.5,0,47,1,0,0,0,0,2,1
23328,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,41.3,0,47,1,0,0,0,0,6,1
23329,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,45,0,47,1,0,0,0,0,8,1
23330,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,48.8,0,47,1,0,0,0,0,9,1
23331,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,60,0,47,1,0,0,0,0,12,1
23332,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,75,0,47,1,0,0,0,0,15,1
23333,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,135,0,47,1,0,0,0,0,26,1
23334,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,195,0,47,1,0,0,0,0,27,1
23335,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,255,0,47,1,0,0,0,0,27,1
23336,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,300,0,47,1,0,0,0,0,29,1
23337,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,360,0,47,1,0,0,0,0,29,1
23338,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,22.5,0,47,1,0,0,0,0,1,1
23339,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,26.3,0,47,1,0,0,0,0,1,1
23340,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,30,0,47,1,0,0,0,0,2,1
23341,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,33.8,0,47,1,0,0,0,0,2,1
23342,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,37.5,0,47,1,0,0,0,0,2,1
23343,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,41.3,0,47,1,0,0,0,0,6,1
23344,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,45,0,47,1,0,0,0,0,8,1
23345,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,48.8,0,47,1,0,0,0,0,9,1
23346,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,60,0,47,1,0,0,0,0,12,1
23347,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,75,0,47,1,0,0,0,0,15,1
23348,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,135,0,47,1,0,0,0,0,26,1
23349,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,195,0,47,1,0,0,0,0,27,1
23350,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,255,0,47,1,0,0,0,0,27,1
23351,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,300,0,47,1,0,0,0,0,29,1
23352,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,360,0,47,1,0,0,0,0,29,1
23353,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,22.5,0,47,1,0,0,0,0,0.053,2
23354,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,26.3,0,47,1,0,0,0,0,0.06,2
23355,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,30,0,47,1,0,0,0,0,0.066,2
23356,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,33.8,0,47,1,0,0,0,0,0.075,2
23357,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,37.5,0,47,1,0,0,0,0,0.087,2
23358,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,41.3,0,47,1,0,0,0,0,0.069,2
23359,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,45,0,47,1,0,0,0,0,0.076,2
23360,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,48.8,0,47,1,0,0,0,0,0.084,2
23361,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,60,0,47,1,0,0,0,0,0.1,2
23362,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,75,0,47,1,0,0,0,0,0.117,2
23363,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,135,0,47,1,0,0,0,0,0.144,2
23364,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,195,0,47,1,0,0,0,0,0.211,2
23365,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,255,0,47,1,0,0,0,0,0.282,2
23366,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,300,0,47,1,0,0,0,0,0.327,2
23367,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,360,0,47,1,0,0,0,0,0.442,2
23368,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,22.5,0,47,1,0,0,0,0,0.064,2
23369,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,26.3,0,47,1,0,0,0,0,0.071,2
23370,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,30,0,47,1,0,0,0,0,0.078,2
23371,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,33.8,0,47,1,0,0,0,0,0.086,2
23372,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,37.5,0,47,1,0,0,0,0,0.101,2
23373,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,41.3,0,47,1,0,0,0,0,0.076,2
23374,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,45,0,47,1,0,0,0,0,0.085,2
23375,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,48.8,0,47,1,0,0,0,0,0.089,2
23376,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,60,0,47,1,0,0,0,0,0.108,2
23377,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,75,0,47,1,0,0,0,0,0.123,2
23378,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,135,0,47,1,0,0,0,0,0.148,2
23379,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,195,0,47,1,0,0,0,0,0.229,2
23380,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,255,0,47,1,0,0,0,0,0.301,2
23381,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,300,0,47,1,0,0,0,0,0.352,2
23382,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,360,0,47,1,0,0,0,0,0.468,2
23383,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,22.5,0,47,1,0,0,0,0,0.053,4
23384,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,26.3,0,47,1,0,0,0,0,0.06,4
23385,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,30,0,47,1,0,0,0,0,0.068,4
23386,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,33.8,0,47,1,0,0,0,0,0.076,4
23387,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,37.5,0,47,1,0,0,0,0,0.088,4
23388,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,41.3,0,47,1,0,0,0,0,0.096,4
23389,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,45,0,47,1,0,0,0,0,0.107,4
23390,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,48.8,0,47,1,0,0,0,0,0.115,4
23391,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,60,0,47,1,0,0,0,0,0.152,4
23392,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,75,0,47,1,0,0,0,0,0.202,4
23393,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,135,0,47,1,0,0,0,0,0.25,4
23394,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,195,0,47,1,0,0,0,0,0.363,4
23395,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,255,0,47,1,0,0,0,0,0.477,4
23396,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,300,0,47,1,0,0,0,0,0.575,4
23397,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,168,1,0,360,0,47,1,0,0,0,0,0.782,4
23398,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,22.5,0,47,1,0,0,0,0,0.064,4
23399,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,26.3,0,47,1,0,0,0,0,0.071,4
23400,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,30,0,47,1,0,0,0,0,0.079,4
23401,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,33.8,0,47,1,0,0,0,0,0.087,4
23402,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,37.5,0,47,1,0,0,0,0,0.101,4
23403,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,41.3,0,47,1,0,0,0,0,0.109,4
23404,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,45,0,47,1,0,0,0,0,0.121,4
23405,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,48.8,0,47,1,0,0,0,0,0.131,4
23406,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,60,0,47,1,0,0,0,0,0.162,4
23407,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,75,0,47,1,0,0,0,0,0.198,4
23408,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,135,0,47,1,0,0,0,0,0.287,4
23409,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,195,0,47,1,0,0,0,0,0.43,4
23410,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,255,0,47,1,0,0,0,0,0.56,4
23411,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,300,0,47,1,0,0,0,0,0.688,4
23412,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,43]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,168,1,0,360,0,47,1,0,0,0,0,0.914,4
23413,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,5,1
23414,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,14,1
23415,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,16,1
23416,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,18,1
23417,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,29,1
23418,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,31,1
23419,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,32,1
23420,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,375,0,0,1,0,0,0,0,33,1
23421,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,5,1
23422,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,14,1
23423,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,16,1
23424,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,18,1
23425,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,29,1
23426,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,31,1
23427,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,32,1
23428,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,375,0,0,1,0,0,0,0,33,1
23429,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.02,2
23430,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.027,2
23431,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.039,2
23432,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.084,2
23433,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,0.132,2
23434,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,0.182,2
23435,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,0.248,2
23436,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,375,0,0,1,0,0,0,0,0.325,2
23437,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.03,2
23438,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.035,2
23439,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.05,2
23440,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,0.106,2
23441,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,0.164,2
23442,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,0.233,2
23443,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,0.306,2
23444,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,375,0,0,1,0,0,0,0,0.4,2
23445,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.029,4
23446,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.042,4
23447,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.056,4
23448,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.126,4
23449,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,0.204,4
23450,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,0.304,4
23451,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,0.416,4
23452,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,375,0,0,1,0,0,0,0,0.551,4
23453,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.049,4
23454,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.07,4
23455,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.101,4
23456,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,0.223,4
23457,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,0.336,4
23458,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,0.391,4
23459,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,0.52,4
23460,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,375,0,0,1,0,0,0,0,0.697,4
23461,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,7,1
23462,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,10,1
23463,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,11,1
23464,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,18,1
23465,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,24,1
23466,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,25,1
23467,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,25,1
23468,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,375,0,0,1,0,0,0,0,26,1
23469,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,7,1
23470,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,10,1
23471,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,11,1
23472,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,18,1
23473,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,24,1
23474,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,25,1
23475,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,25,1
23476,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,375,0,0,1,0,0,0,0,26,1
23477,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.027,2
23478,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.04,2
23479,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.056,2
23480,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.087,2
23481,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,0.157,2
23482,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,0.235,2
23483,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,0.323,2
23484,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,375,0,0,1,0,0,0,0,0.436,2
23485,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.034,2
23486,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.047,2
23487,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.063,2
23488,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,0.105,2
23489,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,0.184,2
23490,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,0.278,2
23491,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,0.381,2
23492,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,375,0,0,1,0,0,0,0,0.508,2
23493,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.03,4
23494,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.045,4
23495,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.064,4
23496,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.131,4
23497,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,0.271,4
23498,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,0.406,4
23499,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,0.536,4
23500,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,375,0,0,1,0,0,0,0,0.722,4
23501,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.043,4
23502,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.061,4
23503,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.08,4
23504,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,0.159,4
23505,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,0.336,4
23506,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,0.506,4
23507,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,0.681,4
23508,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[405.5],[4],[32],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,375,0,0,1,0,0,0,0,0.91,4
23509,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,30,0,49,1,0,0,0,0,9,1
23510,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,37.5,0,49,1,0,0,0,0,11,1
23511,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,45,0,49,1,0,0,0,0,12,1
23512,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,75,0,49,1,0,0,0,0,14,1
23513,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,150,0,49,1,0,0,0,0,16,1
23514,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,225,0,49,1,0,0,0,0,16,1
23515,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,300,0,49,1,0,0,0,0,17,1
23516,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,330,0,49,1,0,0,0,0,17,1
23517,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,30,0,49,1,0,0,0,0,9,1
23518,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,37.5,0,49,1,0,0,0,0,11,1
23519,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,45,0,49,1,0,0,0,0,11,1
23520,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,75,0,49,1,0,0,0,0,13,1
23521,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,150,0,49,1,0,0,0,0,15,1
23522,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,225,0,49,1,0,0,0,0,15,1
23523,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,300,0,49,1,0,0,0,0,16,1
23524,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,330,0,49,1,0,0,0,0,16,1
23525,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,30,0,49,1,0,0,0,0,0.052,2
23526,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,37.5,0,49,1,0,0,0,0,0.065,2
23527,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,45,0,49,1,0,0,0,0,0.082,2
23528,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,75,0,49,1,0,0,0,0,0.165,2
23529,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,150,0,49,1,0,0,0,0,0.327,2
23530,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,225,0,49,1,0,0,0,0,0.509,2
23531,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,300,0,49,1,0,0,0,0,0.677,2
23532,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,330,0,49,1,0,0,0,0,0.836,2
23533,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,30,0,49,1,0,0,0,0,0.071,2
23534,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,37.5,0,49,1,0,0,0,0,0.092,2
23535,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,45,0,49,1,0,0,0,0,0.112,2
23536,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,75,0,49,1,0,0,0,0,0.236,2
23537,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,150,0,49,1,0,0,0,0,0.475,2
23538,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,225,0,49,1,0,0,0,0,0.741,2
23539,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,300,0,49,1,0,0,0,0,0.974,2
23540,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,330,0,49,1,0,0,0,0,1.197,2
23541,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,30,0,49,1,0,0,0,0,0.072,4
23542,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,37.5,0,49,1,0,0,0,0,0.1,4
23543,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,45,0,49,1,0,0,0,0,0.131,4
23544,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,75,0,49,1,0,0,0,0,0.274,4
23545,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,150,0,49,1,0,0,0,0,0.57,4
23546,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,225,0,49,1,0,0,0,0,0.898,4
23547,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,300,0,49,1,0,0,0,0,1.23,4
23548,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,145,1,0,330,0,49,1,0,0,0,0,1.385,4
23549,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,30,0,49,1,0,0,0,0,0.093,4
23550,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,37.5,0,49,1,0,0,0,0,0.123,4
23551,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,45,0,49,1,0,0,0,0,0.159,4
23552,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,75,0,49,1,0,0,0,0,0.335,4
23553,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,150,0,49,1,0,0,0,0,0.748,4
23554,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,225,0,49,1,0,0,0,0,1.161,4
23555,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,300,0,49,1,0,0,0,0,1.648,4
23556,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[3,46]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,145,1,0,330,0,49,1,0,0,0,0,2.098,4
23557,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,4,1
23558,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,10,1
23559,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,10,1
23560,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,11,1
23561,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,11,1
23562,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,11,1
23563,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,12,1
23564,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,14,1
23565,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,4,1
23566,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,9,1
23567,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,10,1
23568,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,10,1
23569,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,11,1
23570,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,11,1
23571,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,11,1
23572,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,14,1
23573,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,0.035,2
23574,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.051,2
23575,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.065,2
23576,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.082,2
23577,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.175,2
23578,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,0.39,2
23579,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,0.557,2
23580,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,0.659,2
23581,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,0.055,2
23582,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.076,2
23583,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.101,2
23584,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.121,2
23585,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,0.233,2
23586,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,0.565,2
23587,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,0.843,2
23588,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,1.025,2
23589,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,0.046,4
23590,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.079,4
23591,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.109,4
23592,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.133,4
23593,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.257,4
23594,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,0.541,4
23595,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,0.83,4
23596,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,1.057,4
23597,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,0.073,4
23598,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.113,4
23599,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.143,4
23600,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.173,4
23601,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,0.312,4
23602,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,0.669,4
23603,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,1.046,4
23604,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,100,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,1.607,4
23605,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,7,1
23606,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,10,1
23607,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,10,1
23608,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,10,1
23609,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,11,1
23610,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,16,1
23611,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,17,1
23612,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,18,1
23613,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,315,0,0,1,0,0,0,0,18,1
23614,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,6,1
23615,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,9,1
23616,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,9,1
23617,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,9,1
23618,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,11,1
23619,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,15,1
23620,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,16,1
23621,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,16,1
23622,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,315,0,0,1,0,0,0,0,17,1
23623,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,0.027,2
23624,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.048,2
23625,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.074,2
23626,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.094,2
23627,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.188,2
23628,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,0.298,2
23629,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,0.411,2
23630,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,0.549,2
23631,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,315,0,0,1,0,0,0,0,0.614,2
23632,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,0.043,2
23633,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.078,2
23634,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.109,2
23635,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.142,2
23636,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,0.269,2
23637,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,0.393,2
23638,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,0.617,2
23639,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,0.868,2
23640,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,315,0,0,1,0,0,0,0,0.966,2
23641,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,15,0,0,1,0,0,0,0,0.054,4
23642,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,30,0,0,1,0,0,0,0,0.064,4
23643,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,37.5,0,0,1,0,0,0,0,0.109,4
23644,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,45,0,0,1,0,0,0,0,0.122,4
23645,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,75,0,0,1,0,0,0,0,0.25,4
23646,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,150,0,0,1,0,0,0,0,0.449,4
23647,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,225,0,0,1,0,0,0,0,0.612,4
23648,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,300,0,0,1,0,0,0,0,0.818,4
23649,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,0,1,0,315,0,0,1,0,0,0,0,0.999,4
23650,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,15,0,0,1,0,0,0,0,0.056,4
23651,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,30,0,0,1,0,0,0,0,0.103,4
23652,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,37.5,0,0,1,0,0,0,0,0.146,4
23653,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,45,0,0,1,0,0,0,0,0.189,4
23654,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,75,0,0,1,0,0,0,0,0.357,4
23655,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,150,0,0,1,0,0,0,0,0.587,4
23656,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,225,0,0,1,0,0,0,0,0.844,4
23657,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,300,0,0,1,0,0,0,0,1.262,4
23658,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2009,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220,3420,3420,3420,450,350,"[3,0]","[0,0]",[0],[0],2,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",0,2,0,[25],[355.5],[4],[82],[0],[0],8,300,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,0,1,0,315,0,0,1,0,0,0,0,1.64,4
23659,25,S1-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,31.61,0,75,1,0,0,0,0,7,1
23660,25,S1-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,35.16,0,75,1,0,0,0,0,7,1
23661,25,S1-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,49.03,0,75,1,0,0,0,0,9,1
23662,25,S1-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,56.13,0,75,1,0,0,0,0,10,1
23663,25,S1-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,50.73,0,75,1,0,0,0,0,10,1
23664,25,S1-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,31.61,0,75,1,0,0,0,0,0.037,2
23665,25,S1-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,35.16,0,75,1,0,0,0,0,0.059,2
23666,25,S1-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,49.03,0,75,1,0,0,0,0,0.071,2
23667,25,S1-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,56.13,0,75,1,0,0,0,0,0.093,2
23668,25,S1-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,31.61,0,75,1,0,0,0,0,0.05,3
23669,25,S1-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,35.16,0,75,1,0,0,0,0,0.08,3
23670,25,S1-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,49.03,0,75,1,0,0,0,0,0.1,3
23671,25,S1-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,56.13,0,75,1,0,0,0,0,0.124,3
23672,25,S1-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,56.13,0,75,1,0,0,0,0,108.7,5
23673,25,S1-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,50.73,0,75,1,0,0,0,0,108.7,5
23674,25,S1-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,56.13,0,75,1,0,0,0,0,137.5,6
23675,25,S1-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,299,282,"[1,0]","[3,72]","[73,73]","[20,20]",0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,50.73,0,75,1,0,0,0,0,137.5,6
23676,25,S1-2,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,31.61,0,67,1,0,0,0,0,10,1
23677,25,S1-2,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,35.48,0,67,1,0,0,0,0,11,1
23678,25,S1-2,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,49.03,0,67,1,0,0,0,0,11,1
23679,25,S1-2,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,55.81,0,67,1,0,0,0,0,11,1
23680,25,S1-2,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,67.59,0,67,1,0,0,0,0,11,1
23681,25,S1-2,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,31.61,0,67,1,0,0,0,0,0.031,2
23682,25,S1-2,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,35.48,0,67,1,0,0,0,0,0.039,2
23683,25,S1-2,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,49.03,0,67,1,0,0,0,0,0.059,2
23684,25,S1-2,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,55.81,0,67,1,0,0,0,0,0.088,2
23685,25,S1-2,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,31.61,0,67,1,0,0,0,0,0.05,3
23686,25,S1-2,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,35.48,0,67,1,0,0,0,0,0.062,3
23687,25,S1-2,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,49.03,0,67,1,0,0,0,0,0.102,3
23688,25,S1-2,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,55.81,0,67,1,0,0,0,0,0.142,3
23689,25,S1-2,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,55.81,0,67,1,0,0,0,0,95,5
23690,25,S1-2,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,67.59,0,67,1,0,0,0,0,86.4,5
23691,25,S1-2,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,55.81,0,67,1,0,0,0,0,141.7,6
23692,25,S1-2,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,284,"[1,0]","[3,64]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,67.59,0,67,1,0,0,0,0,142.3,6
23693,25,S1-4,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,35.16,0,68,1,0,0,0,0,11,1
23694,25,S1-4,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,40.97,0,68,1,0,0,0,0,11,1
23695,25,S1-4,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,54.84,0,68,1,0,0,0,0,11,1
23696,25,S1-4,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,60.65,0,68,1,0,0,0,0,12,1
23697,25,S1-4,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,56.94,0,68,1,0,0,0,0,12,1
23698,25,S1-4,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,35.16,0,68,1,0,0,0,0,0.033,2
23699,25,S1-4,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,40.97,0,68,1,0,0,0,0,0.042,2
23700,25,S1-4,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,54.84,0,68,1,0,0,0,0,0.061,2
23701,25,S1-4,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,60.65,0,68,1,0,0,0,0,0.071,2
23702,25,S1-4,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,35.16,0,68,1,0,0,0,0,0.06,3
23703,25,S1-4,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,40.97,0,68,1,0,0,0,0,0.08,3
23704,25,S1-4,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,54.84,0,68,1,0,0,0,0,0.12,3
23705,25,S1-4,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,60.65,0,68,1,0,0,0,0,0.14,3
23706,25,S1-4,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,60.65,0,68,1,0,0,0,0,93.9,5
23707,25,S1-4,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,56.94,0,68,1,0,0,0,0,93.9,5
23708,25,S1-4,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,60.65,0,68,1,0,0,0,0,125.1,6
23709,25,S1-4,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,280,"[1,0]","[3,65]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,56.94,0,68,1,0,0,0,0,125.1,6
23710,25,S1-6,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,11.16,0,256,1,0,0,0,0,2,1
23711,25,S1-6,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,14.84,0,256,1,0,0,0,0,5,1
23712,25,S1-6,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,33.87,0,256,1,0,0,0,0,11,1
23713,25,S1-6,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,37.74,0,256,1,0,0,0,0,12,1
23714,25,S1-6,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,32.97,0,256,1,0,0,0,0,12,1
23715,25,S1-6,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,11.16,0,256,1,0,0,0,0,0.025,2
23716,25,S1-6,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,14.84,0,256,1,0,0,0,0,0.026,2
23717,25,S1-6,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,33.87,0,256,1,0,0,0,0,0.039,2
23718,25,S1-6,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,37.74,0,256,1,0,0,0,0,0.043,2
23719,25,S1-6,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,11.16,0,256,1,0,0,0,0,0.03,3
23720,25,S1-6,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,14.84,0,256,1,0,0,0,0,0.03,3
23721,25,S1-6,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,33.87,0,256,1,0,0,0,0,0.06,3
23722,25,S1-6,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,37.74,0,256,1,0,0,0,0,0.06,3
23723,25,S1-6,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,37.74,0,256,1,0,0,0,0,98.5,5
23724,25,S1-6,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,32.97,0,256,1,0,0,0,0,89.5,5
23725,25,S1-6,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,37.74,0,256,1,0,0,0,0,192.8,6
23726,25,S1-6,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,303,271,"[1,0]","[3,253]","[73,73]","[20,20]",0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800,2,589,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,32.97,0,256,1,0,0,0,0,120.3,6
23727,25,S2-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,21.54,0,73,1,0,0,0,0,4,1
23728,25,S2-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,24,0,73,1,0,0,0,0,4,1
23729,25,S2-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,32.62,0,73,1,0,0,0,0,8,1
23730,25,S2-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,38.78,0,73,1,0,0,0,0,9,1
23731,25,S2-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,33.31,0,73,1,0,0,0,0,9,1
23732,25,S2-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,21.54,0,73,1,0,0,0,0,0.017,2
23733,25,S2-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,24,0,73,1,0,0,0,0,0.025,2
23734,25,S2-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,32.62,0,73,1,0,0,0,0,0.059,2
23735,25,S2-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,38.78,0,73,1,0,0,0,0,0.074,2
23736,25,S2-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,21.54,0,73,1,0,0,0,0,0.024,3
23737,25,S2-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,24,0,73,1,0,0,0,0,0.03,3
23738,25,S2-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,32.62,0,73,1,0,0,0,0,0.082,3
23739,25,S2-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,38.78,0,73,1,0,0,0,0,0.102,3
23740,25,S2-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,38.78,0,73,1,0,0,0,0,120.4,5
23741,25,S2-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,33.31,0,73,1,0,0,0,0,74.1,5
23742,25,S2-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,38.78,0,73,1,0,0,0,0,168.3,6
23743,25,S2-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,301,279,"[1,0]","[3,70]","[73,73]","[20,20]",0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,33.31,0,73,1,0,0,0,0,130.8,6
23744,25,S2-3,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,26.91,0,66,1,0,0,0,0,9,1
23745,25,S2-3,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,30.81,0,66,1,0,0,0,0,11,1
23746,25,S2-3,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,38.61,0,66,1,0,0,0,0,12,1
23747,25,S2-3,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,42.72,0,66,1,0,0,0,0,13,1
23748,25,S2-3,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,41.64,0,66,1,0,0,0,0,13,1
23749,25,S2-3,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,26.91,0,66,1,0,0,0,0,0.024,2
23750,25,S2-3,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,30.81,0,66,1,0,0,0,0,0.029,2
23751,25,S2-3,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,38.61,0,66,1,0,0,0,0,0.042,2
23752,25,S2-3,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,42.72,0,66,1,0,0,0,0,0.052,2
23753,25,S2-3,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,26.91,0,66,1,0,0,0,0,0.04,3
23754,25,S2-3,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,30.81,0,66,1,0,0,0,0,0.06,3
23755,25,S2-3,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,38.61,0,66,1,0,0,0,0,0.1,3
23756,25,S2-3,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,42.72,0,66,1,0,0,0,0,0.12,3
23757,25,S2-3,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,42.72,0,66,1,0,0,0,0,85,5
23758,25,S2-3,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,41.64,0,66,1,0,0,0,0,87,5
23759,25,S2-3,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,42.72,0,66,1,0,0,0,0,134.1,6
23760,25,S2-3,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280,3000,1000,1000,300,282,"[1,0]","[3,63]","[73,73]","[20,20]",0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,0,0,3,1,0,1,0,41.64,0,66,1,0,0,0,0,134.1,6
23761,26,test specimen 1,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1260,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,452.1,28,1,0,0,0,0,13,1
23762,26,test specimen 1,1,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1260,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,210.9,28,1,0,0,0,0,0.081,2
23763,26,test specimen 1,2,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1260,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,234,28,1,0,0,0,0,0.103,2
23764,26,test specimen 1,3,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1260,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,274.1,28,1,0,0,0,0,0.135,2
23765,26,test specimen 1,4,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1260,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,299.3,28,1,0,0,0,0,0.156,2
23766,26,test specimen 1,5,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1260,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,349.9,28,1,0,0,0,0,0.193,2
23767,26,test specimen 1,6,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1260,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,399.4,28,1,0,0,0,0,0.23,2
23768,26,test specimen 1,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1260,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,452.1,28,1,0,0,0,0,0.267,2
23769,26,test specimen 1,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1260,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,452.1,28,1,0,0,0,0,97,5
23770,26,test specimen 2,6,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1170,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,451,29,1,0,0,0,0,12,1
23771,26,test specimen 2,1,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1170,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,203.5,29,1,0,0,0,0,0.076,2
23772,26,test specimen 2,2,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1170,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,245.6,29,1,0,0,0,0,0.127,2
23773,26,test specimen 2,3,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1170,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,301.4,29,1,0,0,0,0,0.174,2
23774,26,test specimen 2,4,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1170,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,350.9,29,1,0,0,0,0,0.198,2
23775,26,test specimen 2,5,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1170,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,401.5,29,1,0,0,0,0,0.231,2
23776,26,test specimen 2,6,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1170,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,451,29,1,0,0,0,0,0.266,2
23777,26,test specimen 2,6,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1170,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,451,29,1,0,0,0,0,98,5
23778,26,test specimen 3,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1350,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,453.2,30,1,0,0,0,0,14,1
23779,26,test specimen 3,1,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1350,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,183.5,30,1,0,0,0,0,0.049,2
23780,26,test specimen 3,2,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1350,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,222.4,30,1,0,0,0,0,0.1,2
23781,26,test specimen 3,3,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1350,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,251.9,30,1,0,0,0,0,0.127,2
23782,26,test specimen 3,4,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1350,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,301.4,30,1,0,0,0,0,0.166,2
23783,26,test specimen 3,5,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1350,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,341.4,30,1,0,0,0,0,0.194,2
23784,26,test specimen 3,6,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1350,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,395.2,30,1,0,0,0,0,0.221,2
23785,26,test specimen 3,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1350,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,453.2,30,1,0,0,0,0,0.247,2
23786,26,test specimen 3,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500,4100,1500,1350,270,400,[0],[0],[0],[0],0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000,2,550,[12],[234],[4],[44],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,0,2,2,0,1,0,0,453.2,30,1,0,0,0,0,96,5
23787,27,16-20-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,136,1,0,0,483.6,52,1,0,0,0,0,43,1
23788,27,16-20-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,136,1,0,0,483.6,52,1,0,0,0,0,42,1
23789,27,16-20-00F,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,136,1,0,0,40.7,52,1,0,0,0,0,0.075,2
23790,27,16-20-00F,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,136,1,0,0,61.3,52,1,0,0,0,0,0.095,2
23791,27,16-20-00F,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,136,1,0,0,126.9,52,1,0,0,0,0,0.123,2
23792,27,16-20-00F,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,136,1,0,0,186.8,52,1,0,0,0,0,0.149,2
23793,27,16-20-00F,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,136,1,0,0,283,52,1,0,0,0,0,0.195,2
23794,27,16-20-00F,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,136,1,0,0,393.6,52,1,0,0,0,0,0.243,2
23795,27,16-20-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,136,1,0,0,483.6,52,1,0,0,0,0,0.296,2
23796,27,16-20-00F,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,136,1,0,0,40.7,52,1,0,0,0,0,0.064,2
23797,27,16-20-00F,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,136,1,0,0,61.3,52,1,0,0,0,0,0.087,2
23798,27,16-20-00F,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,136,1,0,0,126.9,52,1,0,0,0,0,0.107,2
23799,27,16-20-00F,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,136,1,0,0,186.8,52,1,0,0,0,0,0.133,2
23800,27,16-20-00F,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,136,1,0,0,283,52,1,0,0,0,0,0.173,2
23801,27,16-20-00F,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,136,1,0,0,393.6,52,1,0,0,0,0,0.216,2
23802,27,16-20-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,136,1,0,0,483.6,52,1,0,0,0,0,0.262,2
23803,27,16-20-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,49]",[0],[0],2,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[410,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,136,1,0,0,483.6,52,1,0,0,0,0,105,5
23804,27,16-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,351.6,44,1,0,0,0,0,30,1
23805,27,16-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,351.6,44,1,0,0,0,0,28,1
23806,27,16-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,25,44,1,0,0,0,0,0.163,2
23807,27,16-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,70.9,44,1,0,0,0,0,0.187,2
23808,27,16-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,116.1,44,1,0,0,0,0,0.178,2
23809,27,16-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,150,44,1,0,0,0,0,0.184,2
23810,27,16-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,226.9,44,1,0,0,0,0,0.21,2
23811,27,16-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,287.7,44,1,0,0,0,0,0.227,2
23812,27,16-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,351.6,44,1,0,0,0,0,0.26,2
23813,27,16-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,25,44,1,0,0,0,0,0.081,2
23814,27,16-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,70.9,44,1,0,0,0,0,0.164,2
23815,27,16-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,116.1,44,1,0,0,0,0,0.174,2
23816,27,16-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,150,44,1,0,0,0,0,0.176,2
23817,27,16-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,226.9,44,1,0,0,0,0,0.208,2
23818,27,16-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,287.7,44,1,0,0,0,0,0.242,2
23819,27,16-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,351.6,44,1,0,0,0,0,0.289,2
23820,27,16-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,25,44,1,0,0,0,0,0.199,4
23821,27,16-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,70.9,44,1,0,0,0,0,0.282,4
23822,27,16-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,116.1,44,1,0,0,0,0,0.338,4
23823,27,16-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,150,44,1,0,0,0,0,0.377,4
23824,27,16-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,226.9,44,1,0,0,0,0,0.463,4
23825,27,16-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,287.7,44,1,0,0,0,0,0.468,4
23826,27,16-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,351.6,44,1,0,0,0,0,0.533,4
23827,27,16-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,25,44,1,0,0,0,0,0.093,4
23828,27,16-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,70.9,44,1,0,0,0,0,0.279,4
23829,27,16-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,116.1,44,1,0,0,0,0,0.323,4
23830,27,16-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,150,44,1,0,0,0,0,0.358,4
23831,27,16-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,226.9,44,1,0,0,0,0,0.452,4
23832,27,16-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,287.7,44,1,0,0,0,0,0.527,4
23833,27,16-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,351.6,44,1,0,0,0,0,0.609,4
23834,27,16-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,351.6,44,1,0,0,0,0,156.1,5
23835,27,16-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,41]",[0],[0],2,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,110,1,0,0,351.6,44,1,0,0,0,0,156.1,5
23836,27,16-70-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,80,1,0,0,463.4,28,1,0,0,0,0,22,1
23837,27,16-70-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,80,1,0,0,463.4,28,1,0,0,0,0,23,1
23838,27,16-70-00F,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,80,1,0,0,40.5,28,1,0,0,0,0,0.094,2
23839,27,16-70-00F,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,80,1,0,0,65,28,1,0,0,0,0,0.139,2
23840,27,16-70-00F,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,80,1,0,0,96.1,28,1,0,0,0,0,0.16,2
23841,27,16-70-00F,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,80,1,0,0,204.4,28,1,0,0,0,0,0.315,2
23842,27,16-70-00F,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,80,1,0,0,316.5,28,1,0,0,0,0,0.393,2
23843,27,16-70-00F,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,80,1,0,0,416.3,28,1,0,0,0,0,0.483,2
23844,27,16-70-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,2,80,1,0,0,463.4,28,1,0,0,0,0,0.544,2
23845,27,16-70-00F,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,80,1,0,0,40.5,28,1,0,0,0,0,0.076,2
23846,27,16-70-00F,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,80,1,0,0,65,28,1,0,0,0,0,0.111,2
23847,27,16-70-00F,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,80,1,0,0,96.1,28,1,0,0,0,0,0.128,2
23848,27,16-70-00F,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,80,1,0,0,204.4,28,1,0,0,0,0,0.234,2
23849,27,16-70-00F,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,80,1,0,0,316.5,28,1,0,0,0,0,0.29,2
23850,27,16-70-00F,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,80,1,0,0,416.3,28,1,0,0,0,0,0.357,2
23851,27,16-70-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,80,1,0,0,463.4,28,1,0,0,0,0,0.397,2
23852,27,16-70-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220,3420,3420,3420,0.45,0.35,"[3,0]","[3,25]",[0],[0],2,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[12,12,16]","[360,0,0]","[2,2,4]","[34,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,2,1,2,4,1,80,1,0,0,463.4,28,1,0,0,0,0,183,5
23853,27,16-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,270.2,38,1,0,0,0,0,21,1
23854,27,16-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,270.2,38,1,0,0,0,0,19,1
23855,27,16-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,42,38,1,0,0,0,0,0.167,2
23856,27,16-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,92.8,38,1,0,0,0,0,0.191,2
23857,27,16-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,134.5,38,1,0,0,0,0,0.22,2
23858,27,16-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,194.1,38,1,0,0,0,0,0.335,2
23859,27,16-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,270.2,38,1,0,0,0,0,0.339,2
23860,27,16-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,42,38,1,0,0,0,0,0.132,2
23861,27,16-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,92.8,38,1,0,0,0,0,0.191,2
23862,27,16-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,134.5,38,1,0,0,0,0,0.221,2
23863,27,16-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,194.1,38,1,0,0,0,0,0.336,2
23864,27,16-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,270.2,38,1,0,0,0,0,0.398,2
23865,27,16-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,42,38,1,0,0,0,0,0.265,4
23866,27,16-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,92.8,38,1,0,0,0,0,0.282,4
23867,27,16-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,134.5,38,1,0,0,0,0,0.292,4
23868,27,16-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,194.1,38,1,0,0,0,0,0.422,4
23869,27,16-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,270.2,38,1,0,0,0,0,0.527,4
23870,27,16-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,42,38,1,0,0,0,0,0.211,4
23871,27,16-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,92.8,38,1,0,0,0,0,0.27,4
23872,27,16-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,134.5,38,1,0,0,0,0,0.283,4
23873,27,16-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,194.1,38,1,0,0,0,0,0.478,4
23874,27,16-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,270.2,38,1,0,0,0,0,0.576,4
23875,27,16-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,270.2,38,1,0,0,0,0,233.5,5
23876,27,16-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,35]",[0],[0],2,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,115,1,0,0,270.2,38,1,0,0,0,0,233.5,5
23877,27,25-20T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,379.8,69,1,0,0,0,0,36,1
23878,27,25-20T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,379.8,69,1,0,0,0,0,29,1
23879,27,25-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,14.2,69,1,0,0,0,0,0.05,2
23880,27,25-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,14.2,69,1,0,0,0,0,0.063,2
23881,27,25-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,28.4,69,1,0,0,0,0,0.07,2
23882,27,25-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,77.3,69,1,0,0,0,0,0.088,2
23883,27,25-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,108.3,69,1,0,0,0,0,0.111,2
23884,27,25-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,251.3,69,1,0,0,0,0,0.18,2
23885,27,25-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,320.8,69,1,0,0,0,0,0.181,2
23886,27,25-20T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,379.8,69,1,0,0,0,0,0.216,2
23887,27,25-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,14.2,69,1,0,0,0,0,0.025,2
23888,27,25-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,14.2,69,1,0,0,0,0,0.028,2
23889,27,25-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,28.4,69,1,0,0,0,0,0.038,2
23890,27,25-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,77.3,69,1,0,0,0,0,0.072,2
23891,27,25-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,108.3,69,1,0,0,0,0,0.088,2
23892,27,25-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,251.3,69,1,0,0,0,0,0.117,2
23893,27,25-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,320.8,69,1,0,0,0,0,0.119,2
23894,27,25-20T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,379.8,69,1,0,0,0,0,0.139,2
23895,27,25-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,14.2,69,1,0,0,0,0,0.059,4
23896,27,25-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,14.2,69,1,0,0,0,0,0.088,4
23897,27,25-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,28.4,69,1,0,0,0,0,0.12,4
23898,27,25-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,77.3,69,1,0,0,0,0,0.18,4
23899,27,25-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,108.3,69,1,0,0,0,0,0.195,4
23900,27,25-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,251.3,69,1,0,0,0,0,0.345,4
23901,27,25-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,320.8,69,1,0,0,0,0,0.435,4
23902,27,25-20T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,379.8,69,1,0,0,0,0,0.52,4
23903,27,25-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,14.2,69,1,0,0,0,0,0.033,4
23904,27,25-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,14.2,69,1,0,0,0,0,0.045,4
23905,27,25-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,28.4,69,1,0,0,0,0,0.073,4
23906,27,25-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,77.3,69,1,0,0,0,0,0.149,4
23907,27,25-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,108.3,69,1,0,0,0,0,0.186,4
23908,27,25-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,251.3,69,1,0,0,0,0,0.275,4
23909,27,25-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,320.8,69,1,0,0,0,0,0.334,4
23910,27,25-20T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,379.8,69,1,0,0,0,0,0.392,4
23911,27,25-20T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,379.8,69,1,0,0,0,0,124.3,5
23912,27,25-20T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,66]",[0],[0],2,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,130,1,0,0,379.8,69,1,0,0,0,0,124.3,5
23913,27,25-70T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,365.5,98,1,0,0,0,0,25,1
23914,27,25-70T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,365.5,98,1,0,0,0,0,19,1
23915,27,25-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,12.4,98,1,0,0,0,0,0.043,2
23916,27,25-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,33.6,98,1,0,0,0,0,0.058,2
23917,27,25-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,47.2,98,1,0,0,0,0,0.087,2
23918,27,25-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,74.5,98,1,0,0,0,0,0.122,2
23919,27,25-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,113.4,98,1,0,0,0,0,0.099,2
23920,27,25-70T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,245.7,98,1,0,0,0,0,0.183,2
23921,27,25-70T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,305.6,98,1,0,0,0,0,0.236,2
23922,27,25-70T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,365.5,98,1,0,0,0,0,0.288,2
23923,27,25-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,12.4,98,1,0,0,0,0,0.045,2
23924,27,25-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,33.6,98,1,0,0,0,0,0.056,2
23925,27,25-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,47.2,98,1,0,0,0,0,0.062,2
23926,27,25-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,74.5,98,1,0,0,0,0,0.095,2
23927,27,25-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,113.4,98,1,0,0,0,0,0.107,2
23928,27,25-70T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,245.7,98,1,0,0,0,0,0.206,2
23929,27,25-70T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,305.6,98,1,0,0,0,0,0.245,2
23930,27,25-70T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,365.5,98,1,0,0,0,0,0.287,2
23931,27,25-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,12.4,98,1,0,0,0,0,0.057,4
23932,27,25-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,33.6,98,1,0,0,0,0,0.112,4
23933,27,25-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,47.2,98,1,0,0,0,0,0.153,4
23934,27,25-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,74.5,98,1,0,0,0,0,0.218,4
23935,27,25-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,113.4,98,1,0,0,0,0,0.249,4
23936,27,25-70T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,245.7,98,1,0,0,0,0,0.397,4
23937,27,25-70T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,305.6,98,1,0,0,0,0,0.495,4
23938,27,25-70T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,365.5,98,1,0,0,0,0,0.593,4
23939,27,25-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,12.4,98,1,0,0,0,0,0.066,4
23940,27,25-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,33.6,98,1,0,0,0,0,0.095,4
23941,27,25-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,47.2,98,1,0,0,0,0,0.11,4
23942,27,25-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,74.5,98,1,0,0,0,0,0.157,4
23943,27,25-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,113.4,98,1,0,0,0,0,0.182,4
23944,27,25-70T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,245.7,98,1,0,0,0,0,0.387,4
23945,27,25-70T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,305.6,98,1,0,0,0,0,0.517,4
23946,27,25-70T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,365.5,98,1,0,0,0,0,0.647,4
23947,27,25-70T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,365.5,98,1,0,0,0,0,196.5,5
23948,27,25-70T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000,5000,5000,5000,0.45,0.35,"[3,0]","[3,95]",[0],[0],2,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000,2,500,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,4,2,168,1,0,0,365.5,98,1,0,0,0,0,196.5,5
23949,28,F-20-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,503,0,0,28,1,0,0,0,0,42,1
23950,28,F-20-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,503,0,0,28,1,0,0,0,0,0.08,2
23951,28,F-20-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,503,0,0,28,1,0,0,0,0,0.13,3
23952,28,F-20-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,585,0,0,28,1,0,0,0,0,30,1
23953,28,F-20-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,585,0,0,28,1,0,0,0,0,0.05,2
23954,28,F-20-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,585,0,0,28,1,0,0,0,0,0.1,3
23955,28,F-32-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,753,0,0,28,1,0,0,0,0,51,1
23956,28,F-32-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,753,0,0,28,1,0,0,0,0,0.13,2
23957,28,F-32-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,753,0,0,28,1,0,0,0,0,22,3
23958,28,F-32-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,804,0,0,28,1,0,0,0,0,41,1
23959,28,F-32-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,804,0,0,28,1,0,0,0,0,0.24,2
23960,28,F-32-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,804,0,0,28,1,0,0,0,0,0.4,3
23961,28,S-20-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,520,0,0,28,1,0,0,0,0,6,1
23962,28,S-20-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,667,0,0,28,1,0,0,0,0,6,1
23963,28,S-20-40,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,808,0,0,28,1,0,0,0,0,68,1
23964,28,S-20-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,520,0,0,28,1,0,0,0,0,0.1,2
23965,28,S-20-40,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,808,0,0,28,1,0,0,0,0,13,2
23966,28,S-20-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,520,0,0,28,1,0,0,0,0,0.13,3
23967,28,S-20-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,667,0,0,28,1,0,0,0,0,0.16,3
23968,28,S-20-40,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,808,0,0,28,1,0,0,0,0,163,5
23969,28,S-20-40,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,808,0,0,28,1,0,0,0,0,250,6
23970,28,S-20-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,574,0,0,28,1,0,0,0,0,42,1
23971,28,S-20-90,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,736,0,0,28,1,0,0,0,0,42,1
23972,28,S-20-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1003,0,0,28,1,0,0,0,0,54,1
23973,28,S-20-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,574,0,0,28,1,0,0,0,0,0.15,2
23974,28,S-20-90,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,736,0,0,28,1,0,0,0,0,0.14,2
23975,28,S-20-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1003,0,0,28,1,0,0,0,0,0.19,2
23976,28,S-20-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,574,0,0,28,1,0,0,0,0,0.21,3
23977,28,S-20-90,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,736,0,0,28,1,0,0,0,0,0.21,3
23978,28,S-20-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1003,0,0,28,1,0,0,0,0,0.31,3
23979,28,S-20-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1003,0,0,28,1,0,0,0,0,217,5
23980,28,S-20-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1003,0,0,28,1,0,0,0,0,290,6
23981,28,S-32-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,743,0,0,28,1,0,0,0,0,30,1
23982,28,S-32-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1012,0,0,28,1,0,0,0,0,50,1
23983,28,S-32-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,743,0,0,28,1,0,0,0,0,0.06,2
23984,28,S-32-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1012,0,0,28,1,0,0,0,0,0.04,2
23985,28,S-32-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,743,0,0,28,1,0,0,0,0,0.08,3
23986,28,S-32-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1012,0,0,28,1,0,0,0,0,0.07,3
23987,28,S-32-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1012,0,0,28,1,0,0,0,0,178,5
23988,28,S-32-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1012,0,0,28,1,0,0,0,0,240,6
23989,28,S-32-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,805,0,0,28,1,0,0,0,0,36,1
23990,28,S-32-90,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1004,0,0,28,1,0,0,0,0,47,1
23991,28,S-32-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1201,0,0,28,1,0,0,0,0,47,1
23992,28,S-32-90,4,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1363,0,0,28,1,0,0,0,0,45,1
23993,28,S-32-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,805,0,0,28,1,0,0,0,0,0.08,2
23994,28,S-32-90,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1004,0,0,28,1,0,0,0,0,0.09,2
23995,28,S-32-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1201,0,0,28,1,0,0,0,0,0.1,2
23996,28,S-32-90,4,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1363,0,0,28,1,0,0,0,0,0.12,2
23997,28,S-32-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,805,0,0,28,1,0,0,0,0,0.16,3
23998,28,S-32-90,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1004,0,0,28,1,0,0,0,0,0.17,3
23999,28,S-32-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1201,0,0,28,1,0,0,0,0,0.21,3
24000,28,S-32-90,4,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1363,0,0,28,1,0,0,0,0,0.24,3
24001,28,S-32-90,4,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1363,0,0,28,1,0,0,0,0,266,5
24002,28,S-32-90,4,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000,3000,2000,2000,400,400,[0],[28],[0],[0],0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000,2,500,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,3,0,1,1363,0,0,28,1,0,0,0,0,320,6
24003,29,250-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.079,0,28,1,0,0,0,0,11,1
24004,29,250-10-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,5.634,0,28,1,0,0,0,0,0.054,2
24005,29,250-10-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,6.367,0,28,1,0,0,0,0,0.085,2
24006,29,250-10-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,6.901,0,28,1,0,0,0,0,0.104,2
24007,29,250-10-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,7.597,0,28,1,0,0,0,0,0.121,2
24008,29,250-10-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.197,0,28,1,0,0,0,0,0.137,2
24009,29,250-10-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.79,0,28,1,0,0,0,0,0.151,2
24010,29,250-10-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,9.479,0,28,1,0,0,0,0,0.167,2
24011,29,250-10-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,10.086,0,28,1,0,0,0,0,0.183,2
24012,29,250-10-1,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,10.753,0,28,1,0,0,0,0,0.201,2
24013,29,250-10-1,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.361,0,28,1,0,0,0,0,0.218,2
24014,29,250-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.079,0,28,1,0,0,0,0,0.24,2
24015,29,250-10-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,5.634,0,28,1,0,0,0,0,0.084,4
24016,29,250-10-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,6.367,0,28,1,0,0,0,0,0.105,4
24017,29,250-10-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,6.901,0,28,1,0,0,0,0,0.123,4
24018,29,250-10-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,7.597,0,28,1,0,0,0,0,0.141,4
24019,29,250-10-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.197,0,28,1,0,0,0,0,0.162,4
24020,29,250-10-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.79,0,28,1,0,0,0,0,0.18,4
24021,29,250-10-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,9.479,0,28,1,0,0,0,0,0.198,4
24022,29,250-10-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,10.086,0,28,1,0,0,0,0,0.218,4
24023,29,250-10-1,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,10.753,0,28,1,0,0,0,0,0.237,4
24024,29,250-10-1,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.361,0,28,1,0,0,0,0,0.257,4
24025,29,250-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.079,0,28,1,0,0,0,0,0.284,4
24026,29,250-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.079,0,28,1,0,0,0,0,152,5
24027,29,250-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[28],[0],[0],2,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.079,0,28,1,0,0,0,0,215,6
24028,29,250-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.842,0,33,1,0,0,0,0,10,1
24029,29,250-10-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,5.671,0,33,1,0,0,0,0,0.04,2
24030,29,250-10-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,6.278,0,33,1,0,0,0,0,0.056,2
24031,29,250-10-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,6.997,0,33,1,0,0,0,0,0.085,2
24032,29,250-10-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,7.516,0,33,1,0,0,0,0,0.097,2
24033,29,250-10-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.205,0,33,1,0,0,0,0,0.114,2
24034,29,250-10-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.842,0,33,1,0,0,0,0,0.137,2
24035,29,250-10-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,9.427,0,33,1,0,0,0,0,0.154,2
24036,29,250-10-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,10.079,0,33,1,0,0,0,0,0.173,2
24037,29,250-10-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,10.738,0,33,1,0,0,0,0,0.189,2
24038,29,250-10-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.294,0,33,1,0,0,0,0,0.204,2
24039,29,250-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.842,0,33,1,0,0,0,0,0.223,2
24040,29,250-10-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,5.671,0,33,1,0,0,0,0,0.083,4
24041,29,250-10-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,6.278,0,33,1,0,0,0,0,0.101,4
24042,29,250-10-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,6.997,0,33,1,0,0,0,0,0.13,4
24043,29,250-10-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,7.516,0,33,1,0,0,0,0,0.148,4
24044,29,250-10-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.205,0,33,1,0,0,0,0,0.169,4
24045,29,250-10-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.842,0,33,1,0,0,0,0,0.188,4
24046,29,250-10-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,9.427,0,33,1,0,0,0,0,0.205,4
24047,29,250-10-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,10.079,0,33,1,0,0,0,0,0.221,4
24048,29,250-10-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,10.738,0,33,1,0,0,0,0,0.239,4
24049,29,250-10-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.294,0,33,1,0,0,0,0,0.26,4
24050,29,250-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.842,0,33,1,0,0,0,0,0.294,4
24051,29,250-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.842,0,33,1,0,0,0,0,148,5
24052,29,250-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[33],[0],[0],2,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[210],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.842,0,33,1,0,0,0,0,205,6
24053,29,250-20-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.198,0,35,1,0,0,0,0,13,1
24054,29,250-20-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,13.272,0,35,1,0,0,0,0,0.082,2
24055,29,250-20-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,13.924,0,35,1,0,0,0,0,0.1,2
24056,29,250-20-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.524,0,35,1,0,0,0,0,0.124,2
24057,29,250-20-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.08,0,35,1,0,0,0,0,0.137,2
24058,29,250-20-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.665,0,35,1,0,0,0,0,0.148,2
24059,29,250-20-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.287,0,35,1,0,0,0,0,0.174,2
24060,29,250-20-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.91,0,35,1,0,0,0,0,0.183,2
24061,29,250-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,17.502,0,35,1,0,0,0,0,0.195,2
24062,29,250-20-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.021,0,35,1,0,0,0,0,0.205,2
24063,29,250-20-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.198,0,35,1,0,0,0,0,0.049,2
24064,29,250-20-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,13.272,0,35,1,0,0,0,0,0.129,4
24065,29,250-20-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,13.924,0,35,1,0,0,0,0,0.158,4
24066,29,250-20-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.524,0,35,1,0,0,0,0,0.178,4
24067,29,250-20-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.08,0,35,1,0,0,0,0,0.201,4
24068,29,250-20-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.665,0,35,1,0,0,0,0,0.226,4
24069,29,250-20-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.287,0,35,1,0,0,0,0,0.242,4
24070,29,250-20-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.91,0,35,1,0,0,0,0,0.25,4
24071,29,250-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,17.502,0,35,1,0,0,0,0,0.271,4
24072,29,250-20-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.021,0,35,1,0,0,0,0,0.29,4
24073,29,250-20-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.198,0,35,1,0,0,0,0,0.079,4
24074,29,250-20-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.021,0,35,1,0,0,0,0,104,5
24075,29,250-20-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[35],[0],[0],2,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.021,0,35,1,0,0,0,0,168,6
24076,29,250-20-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.088,0,39,1,0,0,0,0,11,1
24077,29,250-20-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.902,0,39,1,0,0,0,0,0.062,2
24078,29,250-20-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,13.331,0,39,1,0,0,0,0,0.071,2
24079,29,250-20-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.057,0,39,1,0,0,0,0,0.085,2
24080,29,250-20-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.576,0,39,1,0,0,0,0,0.128,2
24081,29,250-20-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.161,0,39,1,0,0,0,0,0.138,2
24082,29,250-20-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.976,0,39,1,0,0,0,0,0.155,2
24083,29,250-20-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.465,0,39,1,0,0,0,0,0.166,2
24084,29,250-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.91,0,39,1,0,0,0,0,0.176,2
24085,29,250-20-3,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,17.228,0,39,1,0,0,0,0,0.185,2
24086,29,250-20-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.088,0,39,1,0,0,0,0,0.199,2
24087,29,250-20-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.902,0,39,1,0,0,0,0,0.097,4
24088,29,250-20-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,13.331,0,39,1,0,0,0,0,0.109,4
24089,29,250-20-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.057,0,39,1,0,0,0,0,0.13,4
24090,29,250-20-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.576,0,39,1,0,0,0,0,0.146,4
24091,29,250-20-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.161,0,39,1,0,0,0,0,0.161,4
24092,29,250-20-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.976,0,39,1,0,0,0,0,0.176,4
24093,29,250-20-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.465,0,39,1,0,0,0,0,0.184,4
24094,29,250-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.91,0,39,1,0,0,0,0,0.191,4
24095,29,250-20-3,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,17.228,0,39,1,0,0,0,0,0.2,4
24096,29,250-20-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.088,0,39,1,0,0,0,0,0.219,4
24097,29,250-20-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.088,0,39,1,0,0,0,0,200,5
24098,29,250-20-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,250,100,[6],[39],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[210],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.088,0,39,1,0,0,0,0,285,6
24099,29,350-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,7.716,0,35,1,0,0,0,0,9,1
24100,29,350-10-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,7.708,0,35,1,0,0,0,0,0.012,2
24101,29,350-10-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.309,0,35,1,0,0,0,0,0.027,2
24102,29,350-10-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.087,0,35,1,0,0,0,0,0.05,2
24103,29,350-10-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.599,0,35,1,0,0,0,0,0.074,2
24104,29,350-10-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,22.185,0,35,1,0,0,0,0,0.093,2
24105,29,350-10-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,25.919,0,35,1,0,0,0,0,0.111,2
24106,29,350-10-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,29.541,0,35,1,0,0,0,0,0.129,2
24107,29,350-10-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,33.135,0,35,1,0,0,0,0,0.146,2
24108,29,350-10-1,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,36.706,0,35,1,0,0,0,0,0.166,2
24109,29,350-10-1,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,40.358,0,35,1,0,0,0,0,0.182,2
24110,29,350-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,7.716,0,35,1,0,0,0,0,0.021,2
24111,29,350-10-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,7.708,0,35,1,0,0,0,0,0.027,4
24112,29,350-10-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.309,0,35,1,0,0,0,0,0.056,4
24113,29,350-10-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.087,0,35,1,0,0,0,0,0.088,4
24114,29,350-10-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.599,0,35,1,0,0,0,0,0.137,4
24115,29,350-10-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,22.185,0,35,1,0,0,0,0,0.167,4
24116,29,350-10-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,25.919,0,35,1,0,0,0,0,0.201,4
24117,29,350-10-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,29.541,0,35,1,0,0,0,0,0.24,4
24118,29,350-10-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,33.135,0,35,1,0,0,0,0,0.272,4
24119,29,350-10-1,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,36.706,0,35,1,0,0,0,0,0.316,4
24120,29,350-10-1,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,40.358,0,35,1,0,0,0,0,0.345,4
24121,29,350-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,7.716,0,35,1,0,0,0,0,0.049,4
24122,29,350-10-1,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,40.358,0,35,1,0,0,0,0,116,5
24123,29,350-10-1,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[35],[0],[0],2,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,40.358,0,35,1,0,0,0,0,186,6
24124,29,350-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.783,0,40,1,0,0,0,0,15,1
24125,29,350-10-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.375,0,40,1,0,0,0,0,0.044,2
24126,29,350-10-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.976,0,40,1,0,0,0,0,0.066,2
24127,29,350-10-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.695,0,40,1,0,0,0,0,0.098,2
24128,29,350-10-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,22.236,0,40,1,0,0,0,0,0.122,2
24129,29,350-10-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,25.859,0,40,1,0,0,0,0,0.146,2
24130,29,350-10-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,29.445,0,40,1,0,0,0,0,0.167,2
24131,29,350-10-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,33.157,0,40,1,0,0,0,0,0.185,2
24132,29,350-10-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,36.698,0,40,1,0,0,0,0,0.203,2
24133,29,350-10-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,38.936,0,40,1,0,0,0,0,0.214,2
24134,29,350-10-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.139,0,40,1,0,0,0,0,0.039,2
24135,29,350-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.783,0,40,1,0,0,0,0,0.057,2
24136,29,350-10-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.375,0,40,1,0,0,0,0,0.094,4
24137,29,350-10-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.976,0,40,1,0,0,0,0,0.145,4
24138,29,350-10-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.695,0,40,1,0,0,0,0,0.164,4
24139,29,350-10-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,22.236,0,40,1,0,0,0,0,0.203,4
24140,29,350-10-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,25.859,0,40,1,0,0,0,0,0.239,4
24141,29,350-10-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,29.445,0,40,1,0,0,0,0,0.27,4
24142,29,350-10-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,33.157,0,40,1,0,0,0,0,0.295,4
24143,29,350-10-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,36.698,0,40,1,0,0,0,0,0.319,4
24144,29,350-10-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,38.936,0,40,1,0,0,0,0,0.334,4
24145,29,350-10-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.139,0,40,1,0,0,0,0,0.094,4
24146,29,350-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.783,0,40,1,0,0,0,0,0.115,4
24147,29,350-10-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,38.936,0,40,1,0,0,0,0,143,5
24148,29,350-10-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,38.936,0,40,1,0,0,0,0,225,6
24149,29,350-10-3,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.761,0,40,1,0,0,0,0,9,1
24150,29,350-10-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,13.354,0,40,1,0,0,0,0,0.065,2
24151,29,350-10-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,13.983,0,40,1,0,0,0,0,0.093,2
24152,29,350-10-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.872,0,40,1,0,0,0,0,0.117,2
24153,29,350-10-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.058,0,40,1,0,0,0,0,0.123,2
24154,29,350-10-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.821,0,40,1,0,0,0,0,0.156,2
24155,29,350-10-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.332,0,40,1,0,0,0,0,0.165,2
24156,29,350-10-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.925,0,40,1,0,0,0,0,0.183,2
24157,29,350-10-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,17.443,0,40,1,0,0,0,0,0.2,2
24158,29,350-10-3,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.051,0,40,1,0,0,0,0,0.216,2
24159,29,350-10-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.131,0,40,1,0,0,0,0,0.053,2
24160,29,350-10-3,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.761,0,40,1,0,0,0,0,0.071,2
24161,29,350-10-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,13.354,0,40,1,0,0,0,0,0.128,4
24162,29,350-10-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,13.983,0,40,1,0,0,0,0,0.155,4
24163,29,350-10-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.872,0,40,1,0,0,0,0,0.19,4
24164,29,350-10-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.058,0,40,1,0,0,0,0,0.202,4
24165,29,350-10-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,15.821,0,40,1,0,0,0,0,0.228,4
24166,29,350-10-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.332,0,40,1,0,0,0,0,0.248,4
24167,29,350-10-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.925,0,40,1,0,0,0,0,0.28,4
24168,29,350-10-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,17.443,0,40,1,0,0,0,0,0.315,4
24169,29,350-10-3,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.051,0,40,1,0,0,0,0,0.356,4
24170,29,350-10-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.131,0,40,1,0,0,0,0,0.091,4
24171,29,350-10-3,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,12.761,0,40,1,0,0,0,0,0.109,4
24172,29,350-10-3,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.051,0,40,1,0,0,0,0,164,5
24173,29,350-10-3,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935,2,528,[10],[310],[1],[45],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,18.051,0,40,1,0,0,0,0,209,6
24174,29,350-20-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,49.737,0,40,1,0,0,0,0,9,1
24175,29,350-20-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.442,0,40,1,0,0,0,0,0.006,2
24176,29,350-20-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.243,0,40,1,0,0,0,0,0.023,2
24177,29,350-20-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,20.14,0,40,1,0,0,0,0,0.056,2
24178,29,350-20-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,20.14,0,40,1,0,0,0,0,0.089,2
24179,29,350-20-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,32.038,0,40,1,0,0,0,0,0.118,2
24180,29,350-20-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,37.958,0,40,1,0,0,0,0,0.15,2
24181,29,350-20-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,43.855,0,40,1,0,0,0,0,0.183,2
24182,29,350-20-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,49.737,0,40,1,0,0,0,0,0.214,2
24183,29,350-20-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.442,0,40,1,0,0,0,0,0.015,4
24184,29,350-20-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.243,0,40,1,0,0,0,0,0.035,4
24185,29,350-20-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,20.14,0,40,1,0,0,0,0,0.059,4
24186,29,350-20-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,20.14,0,40,1,0,0,0,0,0.102,4
24187,29,350-20-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,32.038,0,40,1,0,0,0,0,0.132,4
24188,29,350-20-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,37.958,0,40,1,0,0,0,0,0.158,4
24189,29,350-20-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,43.855,0,40,1,0,0,0,0,0.195,4
24190,29,350-20-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,49.737,0,40,1,0,0,0,0,0.231,4
24191,29,350-20-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,49.737,0,40,1,0,0,0,0,158,5
24192,29,350-20-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[40],[0],[0],2,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,49.737,0,40,1,0,0,0,0,170,6
24193,29,350-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,49.641,0,42,1,0,0,0,0,12,1
24194,29,350-20-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.412,0,42,1,0,0,0,0,0.002,2
24195,29,350-20-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.361,0,42,1,0,0,0,0,0.008,2
24196,29,350-20-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,20.266,0,42,1,0,0,0,0,0.029,2
24197,29,350-20-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,26.111,0,42,1,0,0,0,0,0.054,2
24198,29,350-20-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,32.031,0,42,1,0,0,0,0,0.076,2
24199,29,350-20-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,37.95,0,42,1,0,0,0,0,0.096,2
24200,29,350-20-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,43.773,0,42,1,0,0,0,0,0.116,2
24201,29,350-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,49.641,0,42,1,0,0,0,0,0.134,2
24202,29,350-20-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,8.412,0,42,1,0,0,0,0,0.007,4
24203,29,350-20-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,14.361,0,42,1,0,0,0,0,0.016,4
24204,29,350-20-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,20.266,0,42,1,0,0,0,0,0.043,4
24205,29,350-20-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,26.111,0,42,1,0,0,0,0,0.071,4
24206,29,350-20-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,32.031,0,42,1,0,0,0,0,0.104,4
24207,29,350-20-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,37.95,0,42,1,0,0,0,0,0.139,4
24208,29,350-20-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,43.773,0,42,1,0,0,0,0,0.173,4
24209,29,350-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,49.641,0,42,1,0,0,0,0,0.205,4
24210,29,350-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,49.641,0,42,1,0,0,0,0,119,5
24211,29,350-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,49.641,0,42,1,0,0,0,0,150,6
24212,29,350-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,50.056,0,42,1,0,0,0,0,12,1
24213,29,350-20-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,6.582,0,42,1,0,0,0,0,0.008,2
24214,29,350-20-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.198,0,42,1,0,0,0,0,0.02,2
24215,29,350-20-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.51,0,42,1,0,0,0,0,0.048,2
24216,29,350-20-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,21.422,0,42,1,0,0,0,0,0.073,2
24217,29,350-20-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,26.089,0,42,1,0,0,0,0,0.101,2
24218,29,350-20-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,31.164,0,42,1,0,0,0,0,0.126,2
24219,29,350-20-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,36.046,0,42,1,0,0,0,0,0.149,2
24220,29,350-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,50.056,0,42,1,0,0,0,0,0.177,2
24221,29,350-20-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,6.582,0,42,1,0,0,0,0,0.019,4
24222,29,350-20-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,11.198,0,42,1,0,0,0,0,0.037,4
24223,29,350-20-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,16.51,0,42,1,0,0,0,0,0.131,4
24224,29,350-20-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,21.422,0,42,1,0,0,0,0,0.206,4
24225,29,350-20-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,26.089,0,42,1,0,0,0,0,0.254,4
24226,29,350-20-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,31.164,0,42,1,0,0,0,0,0.294,4
24227,29,350-20-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,36.046,0,42,1,0,0,0,0,0.33,4
24228,29,350-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,50.056,0,42,1,0,0,0,0,0.374,4
24229,29,350-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,50.056,0,42,1,0,0,0,0,110,5
24230,29,350-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,14/07/1905 00:00,,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500,3000,1500,1500,350,100,[6],[42],[0],[0],2,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704,2,598,[20],[310],[1],[40],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,1,1,0,1,0,50.056,0,42,1,0,0,0,0,150,6
24231,30,S1UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,20.5,0,0,1,0,0,0,0,13,1
24232,30,S1UND,1,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,15.5,0,0,1,0,0,0,0,0.21,2
24233,30,S1UND,2,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,16,0,0,1,0,0,0,0,0.221,2
24234,30,S1UND,3,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,16.5,0,0,1,0,0,0,0,0.234,2
24235,30,S1UND,4,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,17.1,0,0,1,0,0,0,0,0.247,2
24236,30,S1UND,5,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,17.7,0,0,1,0,0,0,0,0.259,2
24237,30,S1UND,6,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,18.2,0,0,1,0,0,0,0,0.273,2
24238,30,S1UND,7,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,18.7,0,0,1,0,0,0,0,0.285,2
24239,30,S1UND,8,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,19.3,0,0,1,0,0,0,0,0.298,2
24240,30,S1UND,9,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,19.8,0,0,1,0,0,0,0,0.311,2
24241,30,S1UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,20.5,0,0,1,0,0,0,0,0.33,2
24242,30,S1UND,1,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,15.5,0,0,1,0,0,0,0,0.581,4
24243,30,S1UND,2,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,16,0,0,1,0,0,0,0,0.608,4
24244,30,S1UND,3,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,16.5,0,0,1,0,0,0,0,0.649,4
24245,30,S1UND,4,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,17.1,0,0,1,0,0,0,0,0.69,4
24246,30,S1UND,5,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,17.7,0,0,1,0,0,0,0,0.73,4
24247,30,S1UND,6,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,18.2,0,0,1,0,0,0,0,0.776,4
24248,30,S1UND,7,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,18.7,0,0,1,0,0,0,0,0.815,4
24249,30,S1UND,8,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,19.3,0,0,1,0,0,0,0,0.862,4
24250,30,S1UND,9,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,19.8,0,0,1,0,0,0,0,0.906,4
24251,30,S1UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,20.5,0,0,1,0,0,0,0,0.976,4
24252,30,S1UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,20.5,0,0,1,0,0,0,0,150,5
24253,30,S1UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,20.5,0,0,1,0,0,0,0,208,6
24254,30,S2UND,18,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,20.4,0,0,1,0,0,0,0,12,1
24255,30,S2UND,1,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,11,0,0,1,0,0,0,0,0.114,2
24256,30,S2UND,2,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,11.6,0,0,1,0,0,0,0,0.13,2
24257,30,S2UND,3,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,12.1,0,0,1,0,0,0,0,0.148,2
24258,30,S2UND,4,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,12.7,0,0,1,0,0,0,0,0.173,2
24259,30,S2UND,5,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,13.2,0,0,1,0,0,0,0,0.19,2
24260,30,S2UND,6,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,13.8,0,0,1,0,0,0,0,0.208,2
24261,30,S2UND,7,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,14.3,0,0,1,0,0,0,0,0.226,2
24262,30,S2UND,8,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,14.9,0,0,1,0,0,0,0,0.248,2
24263,30,S2UND,9,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,15.5,0,0,1,0,0,0,0,0.266,2
24264,30,S2UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,16,0,0,1,0,0,0,0,0.282,2
24265,30,S2UND,11,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,16.6,0,0,1,0,0,0,0,0.298,2
24266,30,S2UND,12,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,17.1,0,0,1,0,0,0,0,0.313,2
24267,30,S2UND,13,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,17.6,0,0,1,0,0,0,0,0.329,2
24268,30,S2UND,14,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,18.2,0,0,1,0,0,0,0,0.347,2
24269,30,S2UND,15,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,18.7,0,0,1,0,0,0,0,0.313,2
24270,30,S2UND,16,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,19.3,0,0,1,0,0,0,0,0.33,2
24271,30,S2UND,17,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,19.8,0,0,1,0,0,0,0,0.345,2
24272,30,S2UND,18,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,20.4,0,0,1,0,0,0,0,0.363,2
24273,30,S2UND,1,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,11,0,0,1,0,0,0,0,0.164,4
24274,30,S2UND,2,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,11.6,0,0,1,0,0,0,0,0.182,4
24275,30,S2UND,3,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,12.1,0,0,1,0,0,0,0,0.206,4
24276,30,S2UND,4,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,12.7,0,0,1,0,0,0,0,0.23,4
24277,30,S2UND,5,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,13.2,0,0,1,0,0,0,0,0.253,4
24278,30,S2UND,6,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,13.8,0,0,1,0,0,0,0,0.282,4
24279,30,S2UND,7,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,14.3,0,0,1,0,0,0,0,0.314,4
24280,30,S2UND,8,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,14.9,0,0,1,0,0,0,0,0.347,4
24281,30,S2UND,9,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,15.5,0,0,1,0,0,0,0,0.373,4
24282,30,S2UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,16,0,0,1,0,0,0,0,0.403,4
24283,30,S2UND,11,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,16.6,0,0,1,0,0,0,0,0.419,4
24284,30,S2UND,12,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,17.1,0,0,1,0,0,0,0,0.44,4
24285,30,S2UND,13,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,17.6,0,0,1,0,0,0,0,0.463,4
24286,30,S2UND,14,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,18.2,0,0,1,0,0,0,0,0.49,4
24287,30,S2UND,15,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,18.7,0,0,1,0,0,0,0,0.515,4
24288,30,S2UND,16,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,19.3,0,0,1,0,0,0,0,0.541,4
24289,30,S2UND,17,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,19.8,0,0,1,0,0,0,0,0.571,4
24290,30,S2UND,18,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,20.4,0,0,1,0,0,0,0,0.602,4
24291,30,S2UND,18,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,20.4,0,0,1,0,0,0,0,171.4,5
24292,30,S2UND,18,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500,2100,1200,1200,300,200,[2],[0],[0],[0],2,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",0,2,601,[16],[252],[1],[92],[0],[0],0,0,0,0,0,0,0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0,1,0,20.4,0,0,1,0,0,0,0,210,6